Cities Index.
Attachment 2 - CC Resolution No. 2024-9

Camarillo City Council
May 28, 2025

Document
Attachment 2 - CC Resolution No. 2024-9
Meeting
May 28, 2025
Body
Camarillo City Council
Pages
419
Original file
149.5 MB
Text extracted from the city's file for reading and search. Open the original on camarillo.primegov.com. That file is the official record.

svalf3.gpo

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.810D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.223D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.888D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.852D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 -0.177D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 11

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD

0.132D-07 -0.256D-07
MOMx, KN- M MOMy, KN- M

0.414D+03 -0.211D+04
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz0 RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE

Page 32 ends

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X DEFLECTION MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.652D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.193D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.814D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.748D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.167D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.196D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.624D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

Page 33 ends

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14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.349D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.166D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.622D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.275D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.000D+00 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 12

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.799D-03

AXIAL, KN
HDISPLy, M

0.229D-02
LATy, KN
HDISPLz, M
-0.418D-04
LATz, KN
ROT. V,RAD

0.132D-07
MOMx, KN- M

Page 34 ends

ROT.Hy,RAD ROT.Hz,RAD
-0.256D-07 -0.155D-03
MOMy, KN- M MOMz, KN- M
svalf3.gpo

0.684D+03 0.108D+03 -0.197D+01 0.352D+03 -0.224D+04 -0.455D+03 STRESS, KN/ M**2

0.234D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.799D-03

AXIAL, KN

0.684D+03
HDISPLy, M

0.229D-02
LATy, KN

0.108D+03
HDISPLz, M
-0.418D-04
LATz, KN
-0.197D+01
ROT. V,RAD RoT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.270D-01 -0.148D+01
STRESS, KN/ M**2

0.234D+04

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.108D+03 0.750D+02 0.234D+04 0.171D+06

0.25 0.198D-02 0.248D+02 0.985D+02 0.718D+02 0.459D+04 0.171D+06

0.50 0.168D-02 0.452D+02 0.805D+02 0.768D+02 0.642D+04 0.171D+06

0.75 0.139D-02 0.607D+02 0.613D+02 0.815D+02 0.783D+04 0.171D+06

1.00 0.113D-02 0.711D+02 0.410D+02 0.721D+02 0.877D+04 0.171D+06

1.25 0.893D-03 0.770D+02 0.229D+02 0.613D+02 0.930D+04 0.171D+06

1.50 0.684D-03 0.791D+02 0.760D+01 0.503D+02 0.949D+04 0.171D+06

1.75 0.505D-03 0.779D+02 -0.499D+01 0.396D+02 0.938D+04 0.171D+06

2.00 0.354D-03 0.743D+02 -0.149D+02 0.294D+02 0.906D+04 0.171D+06

2.25 0.230D-03 0.688D+02 -0.222D+02 0.202D+02 0.856D+04 0.171D+06

2.50 0.131D-03 0.621D+02 -0.273D+02 0.122D+02 0.795D+04 0.171D+06

2.75 0.548D-04 0.545D+02 -0.303D+02 0.536D+01 0.727D+04 0.171D+06

3.00 -0.152D-05 0.467D+02 -0.317D+02 -0.156D+00 0.656D+04 0.171D+06

3.25 -0.408D-04 0.388D+02 -0.317D+02 -0.438D+01 0.585D+04 0.171D+06

3.50 -0.660D-04 0.311D+02 -0.306D+02 -0.110D+02 0.516D+04 0.171D+06

3.75 -0.798D-04 0.242D+02 -0.278D+02 -0.124D+02 0.453D+04 0.171D+06

4.00 -0.847D-04 0.180D+02 -0.247D+02 -0.131D+02 0.397D+04 0.171D+06

4.25 -0.831D-04 0.127D+02 -0.214D+02 -0.133D+02 0.349D+04 0.171D+06

4.50 -0.769D-04 0.814D+01 -0.181D+02 -0.131D+02 0.308D+04 0.171D+06

4.75 -0.676D-04 0.442D+01 -0.148D+02 -0.126D+02 0.274D+04 0.171D+06

5.00 -0.568D-04 0.149D+01 -0.117D+02 -0.119D+02 0.248D+04 0.171D+06

5.25 -0.455D-04 -0.697D+00 -0.872D+01 -0.110D+02 0.241D+04 0.171D+06

5.50 -0.343D-04 -0.220D+01 -0.597D+01 -0.976D+01 0.254D+04 0.171D+06

5.75 -0.240D-04 -0.309D+01 -0.353D+01 -0.827D+01 0.262D+04 0.171D+06

6.00 -0.149D-04 -0.346D+01 -0.147D+01 -0.638D+01 0.266D+04 0.171D+06

6.25 -0.693D-05 -0.344D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06

6.50 -0.267D-06 -0.317D+01 0.109D+01 -0.220D-02 0.263D+04 0.171D+06

6.75 0.525D-05 -0.290D+01 0.109D+01 0.432D-01 0.260D+04 0.171D+06

7.00 0.970D-05 -0.263D+01 0.108D+01 0.800D-01 0.258D+04 0.171D+06

7.25 0.132D-04 -0.237D+01 0.106D+01 0.109D+00 0.256D+04 0.171D+06

7.50 0.158D-04 -0.211D+01 0.103D+01 0.130D+00 0.253D+04 0.171D+06

7.75 0.177D-04 -0.186D+01 0.100D+01 0.146D+00 0.251D+04 0.171D+06

Page 35 ends

svalf3.gpo

8.00 0.189D-04 -0.162D+01 0.965D+00 0.156D+00 0.249D+04 0.171D+06

8.25 0.195D-04 -0.139D+01 0.926D+00 0.160D+00 0.247D+04 0.171D+06

8.50 0.196D-04 -0.117D+01 0.886D+00 0.161D+00 0.245D+04 0.171D+06

8.75 0.192D-04 -0.957D+00 0.846D+00 0.158D+00 0.243D+04 0.171D+06

9.00 0.185D-04 -0.755D+00 0.806D+00 0.153D+00 0.241D+04 0.171D+06

9.25 0.176D-04 -0.562D+00 0.768D+00 0.145D+00 0.239D+04 0.171D+06

9.50 0.164D-04 -0.378D+00 0.732D+00 0.394D+00 0.238D+04 0.171D+06

9.75 0.151D-04 -0.219D+00 0.633D+00 0.435D+00 0.236D+04 0.171D+06

10.00 0.137D-04 -0.870D-01 0.525D+00 0.395D+00 0.235D+04 0.171D+06

10.25 0.123D-04 0.204D-01 0.426D+00 0.354D+00 0.234D+04 0.171D+06

10.50 0.109D-04 0.106D+00 0.337D+00 0.313D+00 0.235D+04 0.171D+06

10.75 0.948D-05 0.171D+00 0.259D+00 0.274D+00 0.236D+04 0.171D+06

11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.237D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

11.75 0.477D-05 0.286D+00 0.397D-01 0.138D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.880D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.875D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.773D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.235D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.285D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.444D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.339D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.810D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.223D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

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23.75 -0.254D-09 0.400D-03 -0.852D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 -0.177D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 13

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD

0.132D-07 -0.256D-07
MOMx, KN- M MOMy, KN- M

0.208D+03 -0.105D+04
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

Page 37 ends

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2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.652D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.193D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.814D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.748D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.167D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06 1200 . 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.196D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.166D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.622D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

Page 38 ends

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17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.275D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.000D+00 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 14

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.799D-03

AXIAL, KN

0.684D+03
HDISPLy, M

0.229D-02
LATy, KN

0.108D+03
HDISPLz, M
-0.418D-04
LATz, KN
-0.197D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M momy, KN- M MOMz, KN- M

0.116D+03 -0.746D+03 -0.455D+03
STRESS, KN/ M**2

0.234D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.799D-03
HDISPLy, M

0.229D-02
HDISPLz, M
-0.418D-04
ROT. V,RAD

0.132D-07
ROT.Hy,RAD
-0.256D-07
ROT.Hz,RAD
-0.155D-03

AXIAL, KN

0.684D+03
LATy, KN

0.108D+03
LATz, KN
-0.197D+01
MOMx, KN- M

0.000D+00

Page 39 ends

MOMy, KN- M
-0.270D-01
MOMz, KN- M
-0.148D+01
svalf3.gpo
STRESS, KN/ M**2

0.234D+04

LATERALLY LOADED PILE
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.108D+03 0.750D+02 0.234D+04 0.171D+06

0.25 0.198D-02 0.248D+02 0.985D+02 0.718D+02 0.459D+04 0.171D+06

0.50 0.168D-02 0.452D+02 0.805D+02 0.768D+02 0.642D+04 0.171D+06

0.75 0.139D-02 0.607D+02 0.613D+02 0.815D+02 0.783D+04 0.171D+06

1.00 0.113D-02 0.711D+02 0.410D+02 0.721D+02 0.877D+04 0.171D+06

1.25 0.893D-03 0.770D+02 0.229D+02 0.613D+02 0.930D+04 0.171D+06

1.50 0.684D-03 0.791D+02 0.760D+01 0.503D+02 0.949D+04 0.171D+06

1.75 0.505D-03 0.779D+02 -0.499D+01 0.396D+02 0.938D+04 0.171D+06

2.00 0.354D-03 0.743D+02 -0.149D+02 0.294D+02 0.906D+04 0.171D+06

2.25 0.230D-03 0.688D+02 -0.222D+02 0.202D+02 0.856D+04 0.171D+06

2.50 0.131D-03 0.621D+02 -0.273D+02 0.122D+02 0.795D+04 0.171D+06

2.75 0.548D-04 0.545D+02 -0.303D+02 0.536D+01 0.727D+04 0.171D+06

3.00 -0.152D-05 0.467D+02 -0.317D+02 -0.156D+00 0.656D+04 0.171D+06

3.25 -0.408D-04 0.388D+02 -0.316D+02 -0.438D+01 0.585D+04 0.171D+06

3.50 -0.660D-04 0.311D+02 -0.306D+02 -0.110D+02 0.516D+04 0.171D+06

3.75 -0.797D-04 0.242D+02 -0.278D+02 -0.124D+02 0.453D+04 0.171D+06

4.00 -0.847D-04 0.180D+02 -0.247D+02 -0.131D+02 0.397D+04 0.171D+06

4.25 -0.831D-04 0.127D+02 -0.214D+02 -0.133D+02 0.349D+04 0.171D+06

4.50 -0.769D-04 0.814D+01 -0.181D+02 -0.131D+02 0.308D+04 0.171D+06

4.75 -0.676D-04 0.442D+01 -0.148D+02 -0.126D+02 0.274D+04 0.171D+06

5.00 -0.568D-04 0.149D+01 -0.117D+02 -0.119D+02 0.248D+04 0.171D+06

5.25 -0.455D-04 -0.697D+00 -0.872D+01 -0.110D+02 0.241D+04 0.171D+06

5.50 -0.343D-04 -0.220D+01 -0.597D+01 -0.976D+01 0.254D+04 0.171D+06

5.75 -0.240D-04 -0.309D+01 -0.353D+01 -0.827D+01 0.262D+04 0.171D+06

6.00 -0.149D-04 -0.346D+01 -0.147D+01 -0.638D+01 0.266D+04 0.171D+06

6.25 -0.693D-05 -0.344D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06

6.50 -0.267D-06 -0.317D+01 0.109D+01 -0.220D-02 0.263D+04 0.171D+06

6.75 0.525D-05 -0.290D+01 0.109D+01 0.432D-01 0.260D+04 0.171D+06

7.00 0.970D-05 -0.263D+01 0.108D+01 0.800D-01 0.258D+04 0.171D+06

7.25 0.132D-04 -0.237D+01 0.106D+01 0.109D+00 0.256D+04 0.171D+06

7.50 0.158D-04 -0.211D+01 0.103D+01 0.130D+00 0.253D+04 0.171D+06

7.75 0.177D-04 -0.186D+01 0.100D+01 0.146D+00 0.251D+04 0.171D+06

8.00 0.189D-04 -0.162D+01 0.965D+00 0.156D+00 0.249D+04 0.171D+06

8.25 0.195D-04 -0.139D+01 0.926D+00 0.160D+00 0.247D+04 0.171D+06

8.50 0.196D-04 -0.117D+01 0.886D+00 0.161D+00 0.245D+04 0.171D+06

8.75 0.192D-04 -0.957D+00 0.846D+00 0.158D+00 0.243D+04 0.171D+06

9.00 0.185D-04 -0.755D+00 0.806D+00 0.153D+00 0.241D+04 0.171D+06

9.25 0.176D-04 -0.562D+00 0.768D+00 0.145D+00 0.239D+04 0.171D+06

9.50 0.164D-04 -0.378D+00 0.732D+00 0.394D+00 0.238D+04 0.171D+06

9.75 0.151D-04 -0.219D+00 0.633D+00 0.435D+00 0.236D+04 0.171D+06

10.00 0.137D-04 -0.870D-01 0.525D+00 0.395D+00 0.235D+04 0.171D+06

10.25 0.123D-04 0.204D-01 0.426D+00 0.354D+00 0.234D+04 0.171D+06

10.50 0.109D-04 0.106D+00 0.337D+00 0.313D+00 0.235D+04 0.171D+06

10.75 0.948D-05 0.171D+00 0.259D+00 0.274D+00 0.236D+04 0.171D+06

11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.237D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

Page 40 ends

svalf3.gpo

11.75 0.477D-05 0.285D+00 0.397D-01 0.137D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.879D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.875D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.773D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.234D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.285D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.444D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.339D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.811D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.852D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 0.000D+00 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 15

PILE TOP DISPLACEMENTS AND REACTIONS

Page 41 ends

sva1f3.gpo

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. v,RAD

0.132D-07
MOMx, KN- M

0.131D+01
ROT.Hy,RAD
-0.256D-07
MOMy, KN- M

0.103D+01
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, m

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- m
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
I: * * * * I: * * * I:

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.652D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

Page 42 ends

svalf3.gpo

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.192D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.814D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.748D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.167D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.196D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.166D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.622D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.275D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

Page 43 ends

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21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.142D-18 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 16

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.799D-03

AXIAL, KN

0.684D+03
HDISPLy, M

0.229D-02
LATy, KN

0.108D+03
HDISPLz, M
-0.418D-04
LATz, KN
-0.197D+01
ROT. V,RAD

0.132D-07
MOMx, KN- M
-0.119D+03
ROT.Hy,RAD ROT.Hz,RAD
-0.256D-07 -0.155D-03
MOMy, KN- M MOMz, KN- M

0.748D+03 -0.455D+03
STRESS, KN/ M**2

0.234D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.799D-03
HDISPLy, M

0.229D-02
HDISPLz, M
-0.418D-04
ROT. V,RAD

0.132D-07
ROT.Hy,RAD
-0.256D-07
ROT.Hz,RAD
-0.155D-03

AXIAL, KN

0.684D+03
LATy, KN

0.108D+03
LATz, KN
-0.197D+01
MOMx, KN- M

0.000D+00
MOMy, KN- M
-0.270D-01
MOMz, KN- M
-0.148D+01
STRESS, KN/ M**2

0.234D+04

LATERALLY LOADED PILE

X DEFLECTION MOMENT SHEAR SOIL TOTAL FLEXURAL

REACTION STRESS RIGIDITY
M M KN- M KN KN/ M KN/ M**2 KN- M**2

Page 44 ends

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***** ********** ********** ********** ********** ********** **********

0.00 0.229D-02 0.000D+00 0.108D+03 0.750D+02 0.234D+04 0.171D+06

0.25 0.198D-02 0.248D+02 0.985D+02 0.718D+02 0.459D+04 0.171D+06

0.50 0.168D-02 0.452D+02 0.805D+02 0.768D+02 0.642D+04 0.171D+06

0.75 0.139D-02 0.607D+02 0.613D+02 0.815D+02 0.783D+04 0.171D+06

1.00 0.113D-02 0.711D+02 0.410D+02 0.721D+02 0.877D+04 0.171D+06

1.25 0.893D-03 0.770D+02 0.229D+02 0.613D+02 0.930D+04 0.171D+06

1.50 0.684D-03 0.791D+02 0.760D+01 0.503D+02 0.949D+04 0.171D+06

1.75 0.505D-03 0.779D+02 -0.499D+01 0.396D+02 0.938D+04 0.171D+06

2.00 0.354D-03 0.743D+02 -0.149D+02 0.294D+02 0.906D+04 0.171D+06

2.25 0.230D-03 0.688D+02 -0.222D+02 0.202D+02 0.856D+04 0.171D+06

2.50 0.131D-03 0.621D+02 -0.273D+02 0.122D+02 0.795D+04 0.171D+06

2.75 0.548D-04 0.545D+02 -0.303D+02 0.536D+01 0.727D+04 0.171D+06

3.00 -0.152D-05 0.467D+02 -0.317D+02 -0.156D+00 0.656D+04 0.171D+06

3.25 -0.408D-04 0.388D+02 -0.316D+02 -0.438D+01 0.585D+04 0.171D+06

3.50 -0.660D-04 0.311D+02 -0.306D+02 -0.110D+02 0.516D+04 0.171D+06

3.75 -0.797D-04 0.242D+02 -0.278D+02 -0.124D+02 0.453D+04 0.171D+06

4.00 -0.847D-04 0.180D+02 -0.247D+02 -0.131D+02 0.397D+04 0.171D+06

4.25 -0.831D-04 0.127D+02 -0.214D+02 -0.133D+02 0.349D+04 0.171D+06

4.50 -0.768D-04 0.814D+01 -0.181D+02 -0.131D+02 0.308D+04 0.171D+06

4.75 -0.676D-04 0.442D+01 -0.148D+02 -0.126D+02 0.274D+04 0.171D+06

5.00 -0.568D-04 0.149D+01 -0.117D+02 -0.119D+02 0.248D+04 0.171D+06

5.25 -0.455D-04 -0.697D+00 -0.872D+01 -0.110D+02 0.241D+04 0.171D+06

5.50 -0.343D-04 -0.220D+01 -0.597D+01 -0.976D+01 0.254D+04 0.171D+06

5.75 -0.240D-04 -0.309D+01 -0.353D+01 -0.827D+01 0.262D+04 0.171D+06

6.00 -0.149D-04 -0.346D+01 -0.147D+01 -0.638D+01 0.266D+04 0.171D+06

6.25 -0.693D-05 -0.344D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06

6.50 -0.266D-06 -0.317D+01 0.109D+01 -0.219D-02 0.263D+04 0.171D+06

6.75 0.525D-05 -0.290D+01 0.109D+01 0.432D-01 0.260D+04 0.171D+06

7.00 0.970D-05 -0.263D+01 0.108D+01 0.800D-01 0.258D+04 0.171D+06

7.25 0.132D-04 -0.237D+01 0.106D+01 0.109D+00 0.256D+04 0.171D+06

7.50 0.158D-04 -0.211D+01 0.103D+01 0.130D+00 0.253D+04 0.171D+06

7.75 0.177D-04 -0.186D+01 0.100D+01 0.146D+00 0.251D+04 0.171D+06

8.00 0.189D-04 -0.162D+01 0.965D+00 0.156D+00 0.249D+04 0.171D+06

8.25 0.195D-04 -0.139D+01 0.926D+00 0.160D+00 0.247D+04 0.171D+06

8.50 0.196D-04 -0.117D+01 0.886D+00 0.161D+00 0.245D+04 0.171D+06

8.75 0.192D-04 -0.957D+00 0.846D+00 0.158D+00 0.243D+04 0.171D+06

9.00 0.185D-04 -0.755D+00 0.806D+00 0.153D+00 0.241D+04 0.171D+06

9.25 0.176D-04 -0.562D+00 0.768D+00 0.145D+00 0.239D+04 0.171D+06

9.50 0.164D-04 -0.378D+00 0.732D+00 0.394D+00 0.238D+04 0.171D+06

9.75 0.151D-04 -0.219D+00 0.633D+00 0.435D+00 0.236D+04 0.171D+06

10.00 0.137D-04 -0.870D-01 0.525D+00 0.395D+00 0.235D+04 0.171D+06

10.25 0.123D-04 0.204D-01 0.426D+00 0.354D+00 0.234D+04 0.171D+06

10.50 0.109D-04 0.106D+00 0.337D+00 0.313D+00 0.235D+04 0.171D+06

10.75 0.948D-05 0.171D+00 0.259D+00 0.274D+00 0.236D+04 0.171D+06

11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.237D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

11.75 0.477D-05 0.285D+00 0.397D-01 0.137D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.879D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.874D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.773D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

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15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.234D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.285D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.444D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.338D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.809D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.852D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 0.177D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 17

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03
HDISPLy, M

0.229D-02
HDISPLz, M
-0.418D-04
ROT. V,RAD

0.132D-07
ROT.Hy,RAD
-0.256D-07
ROT.Hz,RAD
-0.155D-03

AXIAL, KN

0.482D+03
LATy, KN

0.945D+02
LATz, KN
-0.173D+01
MOMx, KN-
-0.205D+03
M MOMy, KN- M

0.105D+04
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

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THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- m
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ m**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.652D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.192D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.814D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.748D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

Page 47 ends

svalf3.gpo

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.166D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.196D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.166D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.621D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.274D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.000D+00 0.000D+00 0.419D-03 0.165D+04 0.171D+06

Page 48 ends

svalf3.gpo
NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 18

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.7990-03 0.2290-02 -0.4180-04 0.1320-07 -0.256D-07 -0.155D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- M momy, KN- M MOMz, KN- M

0.6840+03 0.1080+03 -0.1970+01 -0.3550+03 0.2240+04 -0.4550+03 STRESS, KN/ M**2

0.2340+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.7990-03

AXIAL, KN

0.684D+03
HDISPLy, M

0.2290-02
LATy, KN

0.1080+03
HDISPLz, M
-0.4180-04
LATz, KN
-0.197D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.1320-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.0000+00 -0.270D-01 -0.1480+01
STRESS, KN/ m**2

0.2340+04

LATERALLY LOADED PILE
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ m**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.0000+00 0.1080+03 0.7500+02 0.2340+04 0.1710+06

0.25 0.198D-02 0.2480+02 0.9850+02 0.7180+02 0.4590+04 0.1710+06

0.50 0.168D-02 0.4520+02 0.8050+02 0.7680+02 0.6420+04 0.1710+06

0.75 0.139D-02 0.6070+02 0.6130+02 0.8150+02 0.7830+04 0.1710+06

1.00 0.1130-02 0.7110+02 0.4100+02 0.7210+02 0.8770+04 0.1710+06

1.25 0.893D-03 0.7700+02 0.2290+02 0.6130+02 0.9300+04 0.1710+06

1.50 0.684D-03 0.7900+02 0.7600+01 0.5030+02 0.9490+04 0.1710+06

1.75 0.505D-03 0.7790+02 -0.4990+01 0.3960+02 0.9380+04 0.1710+06

2.00 0.3540-03 0.7430+02 -0.1490+02 0.2940+02 0.9060+04 0.1710+06

2.25 0.230D-03 0.6880+02 -0.2220+02 0.2020+02 0.8560+04 0.1710+06

2.50 0.131D-03 0.6210+02 -0.2730+02 0.1220+02 0.7950+04 0.1710+06

2.75 0.548D-04 0.5450+02 -0.3030+02 0.5360+01 0.7270+04 0.1710+06

3.00 -0.152D-05 0.4670+02 -0.3170+02 -0.1560+00 0.6560+04 0.1710+06

3.25 -0.408D-04 0.3880+02 -0.3160+02 -0.4380+01 0.5850+04 0.1710+06

Page 49 ends

svalf3.gpo

3.50 -0.660D-04 0.311D+02 -0.306D+02 -0.110D+02 0.516D+04 0.171D+06

3.75 -0.797D-04 0.242D+02 -0.278D+02 -0.124D+02 0.453D+04 0.171D+06

4.00 -0.847D-04 0.180D+02 -0.247D+02 -0.131D+02 0.397D+04 0.171D+06

4.25 -0.831D-04 0.127D+02 -0.214D+02 -0.133D+02 0.349D+04 0.171D+06

4.50 -0.768D-04 0.814D+01 -0.181D+02 -0.131D+02 0.308D+04 0.171D+06

4.75 -0.676D-04 0.442D+01 -0.148D+02 -0.126D+02 0.274D+04 0.171D+06

5.00 -0.568D-04 0.149D+01 -0.117D+02 -0.119D+02 0.248D+04 0.171D+06

5.25 -0.455D-04 -0.697D+00 -0.871D+01 -0.110D+02 0.241D+04 0.171D+06

5.50 -0.343D-04 -0.220D+01 -0.597D+01 -0.976D+01 0.254D+04 0.171D+06

5.75 -0.240D-04 -0.309D+01 -0.353D+01 -0.827D+01 0.262D+04 0.171D+06

6.00 -0.149D-04 -0.346D+01 -0.147D+01 -0.637D+01 0.266D+04 0.171D+06

6.25 -0.693D-05 -0.343D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06

6.50 -0.266D-06 -0.317D+01 0.109D+01 -0.219D-02 0.263D+04 0.171D+06

6.75 0.525D-05 -0.290D+01 0.109D+01 0.432D-01 0.260D+04 0.171D+06

7.00 0.970D-05 -0.263D+01 0.108D+01 0.800D-01 0.258D+04 0.171D+06

7.25 0.132D-04 -0.237D+01 0.106D+01 0.109D+00 0.256D+04 0.171D+06

7.50 0.158D-04 -0.211D+01 0.103D+01 0.130D+00 0.253D+04 0.171D+06

7.75 0.177D-04 -0.186D+01 0.100D+01 0.146D+00 0.251D+04 0.171D+06

8.00 0.189D-04 -0.162D+01 0.965D+00 0.156D+00 0.249D+04 0.171D+06

8.25 0.195D-04 -0.139D+01 0.926D+00 0.160D+00 0.247D+04 0.171D+06

8.50 0.196D-04 -0.117D+01 0.886D+00 0.161D+00 0.245D+04 0.171D+06

8.75 0.192D-04 -0.957D+00 0.846D+00 0.158D+00 0.243D+04 0.171D+06

9.00 0.185D-04 -0.755D+00 0.806D+00 0.153D+00 0.241D+04 0.171D+06

9.25 0.176D-04 -0.562D+00 0.768D+00 0.145D+00 0.239D+04 0.171D+06

9.50 0.164D-04 -0.378D+00 0.732D+00 0.394D+00 0.238D+04 0.171D+06

9.75 0.151D-04 -0.219D+00 0.633D+00 0.435D+00 0.236D+04 0.171D+06

10.00 0.137D-04 -0.870D-01 0.525D+00 0.395D+00 0.235D+04 0.171D+06

10.25 0.123D-04 0.205D-01 0.426D+00 0.354D+00 0.234D+04 0.171D+06

10.50 0.109D-04 0.106D+00 0.337D+00 0.313D+00 0.235D+04 0.171D+06

10.75 0.948D-05 0.171D+00 0.259D+00 0.274D+00 0.236D+04 0.171D+06

11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.237D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

11.75 0.477D-05 0.285D+00 0.397D-01 0.137D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.879D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.874D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.773D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.234D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.284D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.444D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

Page 50 ends

svalf3.gpo

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.338D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.809D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.852D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 -0.177D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 19

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD

0.132D-07
MOMx, KN- M
-0.412D+03
ROT.Hy,RAD
-0.256D-07
MOMy, KN- M

0.211D+04
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

THE PILE COORDINATE SYSTEM
VDISPL, m

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE

Page 51 ends

svalf3.gpo
X
*****

DEFLECTION
**********
MOMENT
KN- m
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ m**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.652D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.192D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.813D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.748D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.166D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.196D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

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13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.165D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.621D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.274D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 -0.142D-18 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 20

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.HZ,RAD

Page 53 ends

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0.799D-03 0.229D-02 -0.418D-04 0.132D-07 -0.256D-07 -0.155D-03 AXIAL, KN LATy, KN

0.684D+03 0.108D+03
STRESS, KN/ M**2

0.234D+04
LATz, KN MoMx, KN- M
-0.197D+01 -0.590D+03
MOMy, KN- M MOMz, KN- M

0.374D+04 -0.455D+03

THE PILE COORDINATE SYSTEM

VDISPL, M

0.799D-03

AXIAL, KN

0.684D+03
HDISPLy, M

0.229D-02
LATy, KN

0.108D+03

HDISPLZ, M
-0.418D-04

LATZ, KN
-0.197D+01
ROT. V,RAD ROT.Hy,RAD ROT.HZ,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.270D-01 -0.148D+01
STRESS, KN/ m**2

0.234D+04

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.108D+03 0.750D+02 0.234D+04 0.171D+06

0.25 0.198D-02 0.248D+02 0.985D+02 0.718D+02 0.459D+04 0.171D+06

0.50 0.168D-02 0.452D+02 0.805D+02 0.768D+02 0.642D+04 0.171D+06

0.75 0.139D-02 0.607D+02 0.613D+02 0.815D+02 0.783D+04 0.171D+06

1.00 0.113D-02 0.711D+02 0.410D+02 0.721D+02 0.877D+04 0.171D+06

1.25 0.893D-03 0.770D+02 0.229D+02 0.613D+02 0.930D+04 0.171D+06

1.50 0.684D-03 0.790D+02 0.760D+01 0.503D+02 0.949D+04 0.171D+06

1.75 0.505D-03 0.779D+02 -0.499D+01 0.396D+02 0.938D+04 0.171D+06

2.00 0.354D-03 0.743D+02 -0.149D+02 0.294D+02 0.906D+04 0.171D+06

2.25 0.230D-03 0.688D+02 -0.222D+02 0.202D+02 0.856D+04 0.171D+06

2.50 0.131D-03 0.621D+02 -0.273D+02 0.122D+02 0.795D+04 0.171D+06

2.75 0.548D-04 0.545D+02 -0.303D+02 0.536D+01 0.727D+04 0.171D+06

3.00 -0.152D-05 0.467D+02 -0.317D+02 -0.156D+00 0.656D+04 0.171D+06

3.25 -0.408D-04 0.388D+02 -0.316D+02 -0.438D+01 0.585D+04 0.171D+06

3.50 -0.660D-04 0.311D+02 -0.306D+02 -0.110D+02 0.516D+04 0.171D+06

3.75 -0.797D-04 0.242D+02 -0.278D+02 -0.124D+02 0.453D+04 0.171D+06

4.00 -0.847D-04 0.180D+02 -0.247D+02 -0.131D+02 0.397D+04 0.171D+06

4.25 -0.831D-04 0.127D+02 -0.214D+02 -0.133D+02 0.349D+04 0.171D+06

4.50 -0.768D-04 0.814D+01 -0.181D+02 -0.131D+02 0.308D+04 0.171D+06

4.75 -0.676D-04 0.442D+01 -0.148D+02 -0.126D+02 0.274D+04 0.171D+06

5.00 -0.568D-04 0.149D+01 -0.117D+02 -0.119D+02 0.248D+04 0.171D+06

5.25 -0.455D-04 -0.697D+00 -0.871D+01 -0.110D+02 0.241D+04 0.171D+06

5.50 -0.343D-04 -0.220D+01 -0.597D+01 -0.976D+01 0.254D+04 0.171D+06

5.75 -0.240D-04 -0.309D+01 -0.353D+01 -0.827D+01 0.262D+04 0.171D+06

6.00 -0.149D-04 -0.346D+01 -0.147D+01 -0.637D+01 0.265D+04 0.171D+06

6.25 -0.693D-05 -0.343D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06

6.50 -0.266D-06 -0.317D+01 0.109D+01 -0.219D-02 0.263D+04 0.171D+06

6.75 0.525D-05 -0.290D+01 0.109D+01 0.432D-01 0.260D+04 0.171D+06

7.00 0.970D-05 -0.263D+01 0.108D+01 0.800D-01 0.258D+04 0.171D+06

Page 54 ends

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7.25 0.132D-04 -0.237D+01 0.106D+01 0.109D+00 0.256D+04 0.171D+06

7.50 0.158D-04 -0.211D+01 0.103D+01 0.130D+00 0.253D+04 0.171D+06

7.75 0.177D-04 -0.186D+01 0.100D+01 0.146D+00 0.251D+04 0.171D+06

8.00 0.189D-04 -0.162D+01 0.965D+00 0.156D+00 0.249D+04 0.171D+06

8.25 0.195D-04 -0.139D+01 0.926D+00 0.160D+00 0.247D+04 0.171D+06

8.50 0.196D-04 -0.117D+01 0.886D+00 0.161D+00 0.245D+04 0.171D+06

8.75 0.192D-04 -0.957D+00 0.846D+00 0.158D+00 0.243D+04 0.171D+06

9.00 0.185D-04 -0.755D+00 0.806D+00 0.153D+00 0.241D+04 0.171D+06

9.25 0.176D-04 -0.562D+00 0.768D+00 0.145D+00 0.239D+04 0.171D+06

9.50 0.164D-04 -0.378D+00 0.732D+00 0.394D+00 0.238D+04 0.171D+06

9.75 0.151D-04 -0.219D+00 0.633D+00 0.435D+00 0.236D+04 0.171D+06

10.00 0.137D-04 -0.870D-01 0.525D+00 0.395D+00 0.235D+04 0.171D+06

10.25 0.123D-04 0.205D-01 0.426D+00 0.354D+00 0.234D+04 0.171D+06

10.50 0.109D-04 0.106D+00 0.337D+00 0.313D+00 0.235D+04 0.171D+06

10.75 0.948D-05 0.171D+00 0.259D+00 0.274D+00 0.236D+04 0.171D+06

11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.237D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

11.75 0.477D-05 0.285D+00 0.397D-01 0.137D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.879D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.874D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.772D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.234D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.284D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.443D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.338D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.705D-02 0.408D-02 -0.808D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

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23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.851D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 -0.354D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 21

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD

0.132D-07
MOMx, KN- M
-0.618D+03
ROT.Hy,RAD
-0.256D-07
momy, KN- M

0.316D+04
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ M**2

0.165D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.400D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117o-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

Page 56 ends

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1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.651D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.779D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.192D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.813D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.747D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.166D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.166D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.195D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.165D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

Page 57 ends

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17.00 -0.279D-06 0.621D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.735D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

20.75 0.536D-07 -0.274D-02 0.507D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.142D-18 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 22

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.799D-03
HDISPLy, M

0.229D-02
HDISPLz, M
-0.418D-04
ROT. V,RAD

0.132D-07
ROT.Hy,RAD
-0.256D-07
ROT.Hz,RAD
-0.155D-03

AXIAL, KN

0.684D+03
LATy, KN

0.108D+03
LATz, KN
-0.197D+01
MOMx, KN- M
-0.826D+03
MOMy, KN- M

0.523D+04
MOMz, KN- M
-0.455D+03
STRESS, KN/ M**2

0.234D+04

THE PILE COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.799D-03 0.229D-02 -0.418D-04 0.132D-07 -0.256D-07 -0.155D-03

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AXIAL, KN LATy, KN LATz, KN MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.6840+03 0.1080+03 -0.1970+01 0.0000+00 -0.270D-01 -0.1480+01 STRESS, KN/ m**2

0.2340+04

LATERALLY LOADED PILE
X
M

DEFLECTION
M
MOMENT
KN- M
SHEAR
KN
SOIL

REACTION
KN/ M
TOTAL
STRESS
KN/ M**2

FLEXURAL

RIGIDITY
KN- M**2
***** ********** ********** ********** ********** ********** **********

0.00 0.2290-02 0.0000+00 0.1080+03 0.7500+02 0.2340+04 0.1710+06

0.25 0.1980-02 0.2480+02 0.9850+02 0.7180+02 0.4590+04 0.1710+06

0.50 0.1680-02 0.4520+02 0.8050+02 0.7680+02 0.6420+04 0.1710+06

0.75 0.1390-02 0.6070+02 0.6130+02 0.8150+02 0.7830+04 0.1710+06

1.00 0.1130-02 0.7110+02 0.4100+02 0.7210+02 0.8770+04 0.1710+06

1.25 0.893D-03 0.7700+02 0.2290+02 0.6130+02 0.9300+04 0.1710+06

1.50 0.684D-03 0.7900+02 0.7600+01 0.5030+02 0.9490+04 0.1710+06

1.75 0.505D-03 0.7790+02 -0.4990+01 0.3960+02 0.9380+04 0.1710+06

2.00 0.3540-03 0.7430+02 -0.1490+02 0.2940+02 0.9060+04 0.1710+06

2.25 0.2300-03 0.6880+02 -0.2220+02 0.2020+02 0.8560+04 0.1710+06

2.50 0.1310-03 0.6210+02 -0.2730+02 0.1220+02 0.7950+04 0.1710+06

2.75 0.548D-04 0.5450+02 -0.3030+02 0.5360+01 0.7270+04 0.1710+06

3.00 -0.152D-05 0.4670+02 -0.3170+02 -0.1560+00 0.6560+04 0.1710+06

3.25 -0.4080-04 0.3880+02 -0.3160+02 -0.4380+01 0.5850+04 0.1710+06

3.50 -0.660D-04 0.3110+02 -0.3060+02 -0.1100+02 0.5160+04 0.1710+06

3.75 -0.7970-04 0.2420+02 -0.2780+02 -0.1240+02 0.4530+04 0.1710+06

4.00 -0.847D-04 0.1800+02 -0.2470+02 -0.1310+02 0.3970+04 0.1710+06

4.25 -0.831D-04 0.1270+02 -0.2140+02 -0.1330+02 0.3490+04 0.1710+06

4.50 -0.7680-04 0.8140+01 -0.1810+02 -0.1310+02 0.3080+04 0.1710+06

4.75 -0.676D-04 0.4420+01 -0.1480+02 -0.1260+02 0.2740+04 0.1710+06

5.00 -0.5680-04 0.1490+01 -0.1170+02 -0.1190+02 0.2480+04 0.1710+06

5.25 -0.4550-04 -0.6970+00 -0.8710+01 -0.1100+02 0.2400+04 0.1710+06

5.50 -0.343D-04 -0.2200+01 -0.5970+01 -0.9760+01 0.2540+04 0.1710+06

5.75 -0.2400-04 -0.3090+01 -0.3530+01 -0.8270+01 0.2620+04 0.1710+06

6.00 -0.1490-04 -0.3460+01 -0.1470+01 -0.6370+01 0.2650+04 0.1710+06

6.25 -0.693D-05 -0.3430+01 0.1270+00 -0.3860+01 0.2650+04 0.1710+06

6.50 -0.2660-06 -0.3170+01 0.1090+01 -0.2190-02 0.2630+04 0.1710+06

6.75 0.525D-05 -0.2900+01 0.1090+01 0.432D-01 0.2600+04 0.1710+06

7.00 0.970D-05 -0.2630+01 0.1080+01 0.8000-01 0.2580+04 0.1710+06

7.25 0.1320-04 -0.2370+01 0.1060+01 0.1090+00 0.2560+04 0.1710+06

7.50 0.1580-04 -0.2110+01 0.1030+01 0.1300+00 0.2530+04 0.1710+06

7.75 0.177D-04 -0.1860+01 0.1000+01 0.1460+00 0.2510+04 0.1710+06

8.00 0.189D-04 -0.1620+01 0.9650+00 0.1560+00 0.2490+04 0.1710+06

8.25 0.195D-04 -0.1390+01 0.9260+00 0.1600+00 0.2470+04 0.1710+06

8.50 0.196D-04 -0.1170+01 0.8860+00 0.1610+00 0.2450+04 0.1710+06

8.75 0.192D-04 -0.9570+00 0.8460+00 0.1580+00 0.2430+04 0.1710+06

9.00 0.185D-04 -0.7550+00 0.8060+00 0.1530+00 0.2410+04 0.1710+06

9.25 0.1760-04 -0.5620+00 0.7680+00 0.1450+00 0.2390+04 0.1710+06

9.50 0.164D-04 -0.3780+00 0.7320+00 0.3940+00 0.2380+04 0.1710+06

9.75 0.1510-04 -0.2190+00 0.6330+00 0.4350+00 0.2360+04 0.1710+06

10.00 0.1370-04 -0.870D-01 0.5250+00 0.395D+00 0.2350+04 0.1710+06

10.25 0.123D-04 0.205D-01 0.4260+00 0.3540+00 0.2340+04 0.1710+06

10.50 0.1090-04 0.1060+00 0.3370+00 0.3130+00 0.2350+04 0.1710+06

10.75 0.948D-05 0.1710+00 0.2590+00 0.2740+00 0.2360+04 0.171D+06

Page 59 ends

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11.00 0.817D-05 0.220D+00 0.191D+00 0.236D+00 0.236D+04 0.171D+06

11.25 0.694D-05 0.254D+00 0.132D+00 0.200D+00 0.236D+04 0.171D+06

11.50 0.580D-05 0.275D+00 0.816D-01 0.167D+00 0.237D+04 0.171D+06

11.75 0.477D-05 0.285D+00 0.397D-01 0.137D+00 0.237D+04 0.171D+06

12.00 0.383D-05 0.287D+00 0.533D-02 0.111D+00 0.237D+04 0.171D+06

12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.237D+04 0.171D+06

12.50 0.228D-05 0.272D+00 -0.440D-01 0.657D-01 0.237D+04 0.171D+06

12.75 0.165D-05 0.257D+00 -0.604D-01 0.476D-01 0.237D+04 0.171D+06

13.00 0.112D-05 0.240D+00 -0.723D-01 0.322D-01 0.236D+04 0.171D+06

13.25 0.670D-06 0.220D+00 -0.803D-01 0.193D-01 0.236D+04 0.171D+06

13.50 0.305D-06 0.199D+00 -0.852D-01 0.879D-02 0.236D+04 0.171D+06

13.75 0.117D-07 0.177D+00 -0.874D-01 0.338D-03 0.236D+04 0.171D+06

14.00 -0.217D-06 0.155D+00 -0.874D-01 -0.625D-02 0.236D+04 0.171D+06

14.25 -0.389D-06 0.134D+00 -0.859D-01 -0.168D-01 0.235D+04 0.171D+06

14.50 -0.512D-06 0.114D+00 -0.817D-01 -0.221D-01 0.235D+04 0.171D+06

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06

15.00 -0.640D-06 0.772D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.25 -0.659D-06 0.616D-01 -0.628D-01 -0.285D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0.476D-01 -0.557D-01 -0.284D-01 0.235D+04 0.171D+06

15.75 -0.634D-06 0.355D-01 -0.486D-01 -0.274D-01 0.235D+04 0.171D+06

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01 0.234D+04 0.171D+06

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01 0.234D+04 0.171D+06

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01 0.234D+04 0.171D+06

16.75 -0.456D-06 0.284D-02 -0.237D-01 -0.197D-01 0.234D+04 0.171D+06

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01 0.234D+04 0.171D+06

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01 0.234D+04 0.171D+06

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01 0.234D+04 0.171D+06

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01 0.234D+04 0.171D+06

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02 0.234D+04 0.171D+06

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02 0.234D+04 0.171D+06

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.171D+06

18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.443D-02 0.234D+04 0.171D+06

19.00 -0.759D-07 -0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.338D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.704D-02 0.408D-02 -0.808D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04 0.171D+06

22.00 0.800D-08 -0.497D-03 0.343D-02 0.346D-03 0.234D+04 0.171D+06

22.25 0.586D-08 0.332D-03 0.334D-02 0.253D-03 0.234D+04 0.171D+06

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04 0.171D+06

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04 0.171D+06

23.00 0.110D-08 0.108D-02 -0.876D-03 0.477D-04 0.234D+04 0.171D+06

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04 0.171D+06

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04 0.171D+06

23.75 -0.254D-09 0.400D-03 -0.851D-03 -0.729D-03 0.234D+04 0.171D+06

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04 0.171D+06

24.25 -0.276D-09 0.107D-03 -0.447D-03 -0.807D-03 0.234D+04 0.171D+06

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04 0.171D+06

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04 0.171D+06

25.00 -0.391D-10 -0.354D-19 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN UP = 2
* PILE GROUP * 23

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PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, m

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD

0.132D-07
MOMx, KN- M
-0.825D+03
ROT.Hy,RAD
-0.256D-07
MOMy, KN- M

0.421D+04
ROT.Hz,RAD
-0.155D-03
MOMz, KN- M

0.423D+03
STRESS, KN/ m**2

0.165D+04

THE PILE COORDINATE SYSTEM

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- M momy, KN- M MOMz, KN- M

0.000D+00 -0.192D-01 -0.105D+01
STRESS, KN/ M**2

0.165D+04

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.229D-02 0.000D+00 0.945D+02 0.618D+02 0.165D+04 0.171D+06

0.25 0.199D-02 0.218D+02 0.868D+02 0.596D+02 0.362D+04 0.171D+06

0.50 0.170D-02 0.399D+02 0.719D+02 0.643D+02 0.526D+04 0.171D+06

0.75 0.143D-02 0.540D+02 0.558D+02 0.689D+02 0.653D+04 0.171D+06

1.00 0.117D-02 0.638D+02 0.386D+02 0.618D+02 0.742D+04 0.171D+06

1.25 0.942D-03 0.697D+02 0.231D+02 0.534D+02 0.795D+04 0.171D+06

1.50 0.736D-03 0.722D+02 0.979D+01 0.447D+02 0.818D+04 0.171D+06

1.75 0.557D-03 0.720D+02 -0.137D+01 0.360D+02 0.816D+04 0.171D+06

2.00 0.404D-03 0.695D+02 -0.104D+02 0.277D+02 0.793D+04 0.171D+06

2.25 0.276D-03 0.652D+02 -0.173D+02 0.200D+02 0.754D+04 0.171D+06

2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.704D+04 0.171D+06

2.75 0.898D-04 0.533D+02 -0.256D+02 0.724D+01 0.647D+04 0.171D+06

3.00 0.271D-04 0.465D+02 -0.274D+02 0.229D+01 0.585D+04 0.171D+06

3.25 -0.187D-04 0.395D+02 -0.280D+02 -0.166D+01 0.522D+04 0.171D+06

3.50 -0.501D-04 0.326D+02 -0.276D+02 -0.690D+01 0.460D+04 0.171D+06

3.75 -0.695D-04 0.262D+02 -0.259D+02 -0.895D+01 0.402D+04 0.171D+06

4.00 -0.795D-04 0.203D+02 -0.236D+02 -0.101D+02 0.348D+04 0.171D+06

4.25 -0.820D-04 0.150D+02 -0.211D+02 -0.108D+02 0.301D+04 0.171D+06

4.50 -0.790D-04 0.104D+02 -0.184D+02 -0.111D+02 0.259D+04 0.171D+06

4.75 -0.723D-04 0.651D+01 -0.156D+02 -0.111D+02 0.224D+04 0.171D+06

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5.00 -0.631D-04 0.331D+01 -0.128D+02 -0.109D+02 0.195D+04 0.171D+06

5.25 -0.528D-04 0.778D+00 -0.101D+02 -0.105D+02 0.172D+04 0.171D+06

5.50 -0.422D-04 -0.109D+01 -0.746D+01 -0.989D+01 0.175D+04 0.171D+06

5.75 -0.319D-04 -0.234D+01 -0.499D+01 -0.906D+01 0.186D+04 0.171D+06

6.00 -0.226D-04 -0.303D+01 -0.273D+01 -0.798D+01 0.192D+04 0.171D+06

6.25 -0.143D-04 -0.322D+01 -0.731D+00 -0.655D+01 0.194D+04 0.171D+06

6.50 -0.720D-05 -0.299D+01 0.908D+00 -0.489D-01 0.192D+04 0.171D+06

6.75 -0.120D-05 -0.277D+01 0.920D+00 -0.813D-02 0.190D+04 0.171D+06

7.00 0.379D-05 -0.254D+01 0.922D+00 0.258D-01 0.188D+04 0.171D+06

7.25 0.786D-05 -0.231D+01 0.915D+00 0.534D-01 0.186D+04 0.171D+06

7.50 0.111D-04 -0.209D+01 0.902D+00 0.753D-01 0.184D+04 0.171D+06

7.75 0.135D-04 -0.187D+01 0.883D+00 0.921D-01 0.182D+04 0.171D+06

8.00 0.153D-04 -0.165D+01 0.860D+00 0.104D+00 0.180D+04 0.171D+06

8.25 0.165D-04 -0.145D+01 0.834D+00 0.112D+00 0.178D+04 0.171D+06

8.50 0.171D-04 -0.124D+01 0.806D+00 0.117D+00 0.176D+04 0.171D+06

8.75 0.173D-04 -0.105D+01 0.777D+00 0.118D+00 0.175D+04 0.171D+06

9.00 0.172D-04 -0.864D+00 0.747D+00 0.117D+00 0.173D+04 0.171D+06

9.25 0.166D-04 -0.684D+00 0.718D+00 0.113D+00 0.171D+04 0.171D+06

9.50 0.159D-04 -0.511D+00 0.690D+00 0.315D+00 0.170D+04 0.171D+06

9.75 0.150D-04 -0.358D+00 0.611D+00 0.356D+00 0.168D+04 0.171D+06

10.00 0.139D-04 -0.226D+00 0.522D+00 0.330D+00 0.167D+04 0.171D+06

10.25 0.127D-04 -0.116D+00 0.440D+00 0.303D+00 0.166D+04 0.171D+06

10.50 0.115D-04 -0.243D-01 0.364D+00 0.275D+00 0.165D+04 0.171D+06

10.75 0.103D-04 0.501D-01 0.295D+00 0.246D+00 0.165D+04 0.171D+06

11.00 0.915D-05 0.109D+00 0.234D+00 0.218D+00 0.166D+04 0.171D+06

11.25 0.800D-05 0.155D+00 0.179D+00 0.190D+00 0.166D+04 0.171D+06

11.50 0.691D-05 0.188D+00 0.132D+00 0.164D+00 0.167D+04 0.171D+06

11.75 0.589D-05 0.211D+00 0.908D-01 0.140D+00 0.167D+04 0.171D+06

12.00 0.495D-05 0.226D+00 0.557D-01 0.118D+00 0.167D+04 0.171D+06

12.25 0.409D-05 0.233D+00 0.263D-01 0.973D-01 0.167D+04 0.171D+06

12.50 0.331D-05 0.234D+00 0.195D-02 0.788D-01 0.167D+04 0.171D+06

12.75 0.262D-05 0.230D+00 -0.177D-01 0.623D-01 0.167D+04 0.171D+06

13.00 0.201D-05 0.222D+00 -0.333D-01 0.479D-01 0.167D+04 0.171D+06

13.25 0.149D-05 0.211D+00 -0.453D-01 0.354D-01 0.167D+04 0.171D+06

13.50 0.104D-05 0.197D+00 -0.541D-01 0.247D-01 0.167D+04 0.171D+06

13.75 0.659D-06 0.182D+00 -0.603D-01 0.157D-01 0.167D+04 0.171D+06

14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06

14.25 0.977D-07 0.150D+00 -0.663D-01 0.349D-02 0.166D+04 0.171D+06

14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.350D-02 0.166D+04 0.171D+06

14.75 -0.245D-06 0.117D+00 -0.663D-01 -0.874D-02 0.166D+04 0.171D+06

15.00 -0.349D-06 0.101D+00 -0.641D-01 -0.125D-01 0.166D+04 0.171D+06

15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.166D+04 0.171D+06

15.50 -0.453D-06 0.715D-01 -0.573D-01 -0.162D-01 0.166D+04 0.171D+06

15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.166D+04 0.171D+06

16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.165D+04 0.171D+06

16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.165D+04 0.171D+06

16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.137D-01 0.165D+04 0.171D+06

16.75 -0.334D-06 0.149D-01 -0.379D-01 -0.119D-01 0.165D+04 0.171D+06

17.00 -0.279D-06 0.621D-02 -0.349D-01 -0.997D-02 0.165D+04 0.171D+06

17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.793D-02 0.165D+04 0.171D+06

17.50 -0.166D-06 -0.949D-02 -0.304D-01 -0.591D-02 0.165D+04 0.171D+06

17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.402D-02 0.165D+04 0.171D+06

18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.147D+00 0.165D+04 0.171D+06

18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.165D+04 0.171D+06

18.50 0.289D-08 -0.192D-01 0.905D-02 0.103D-03 0.165D+04 0.171D+06

18.75 0.263D-07 -0.169D-01 0.902D-02 0.939D-03 0.165D+04 0.171D+06

19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.165D+04 0.171D+06

19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.165D+04 0.171D+06

19.50 0.626D-07 -0.106D-01 0.790D-02 0.224D-02 0.165D+04 0.171D+06

19.75 0.660D-07 -0.875D-02 0.734D-02 0.236D-02 0.165D+04 0.171D+06

20.00 0.662D-07 -0.704D-02 0.676D-02 0.236D-02 0.165D+04 0.171D+06

20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.165D+04 0.171D+06

20.50 0.595D-07 -0.404D-02 0.560D-02 0.212D-02 0.165D+04 0.171D+06

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20.75 0.536D-07 -0.274D-02 0.506D-02 0.191D-02 0.165D+04 0.171D+06

21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.165D+04 0.171D+06

21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.165D+04 0.171D+06

21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.165D+04 0.171D+06

21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.165D+04 0.171D+06

22.00 0.174D-07 0.226D-02 0.332D-02 0.622D-03 0.165D+04 0.171D+06

22.25 0.113D-07 0.308D-02 0.316D-02 0.405D-03 0.165D+04 0.171D+06

22.50 0.639D-08 0.387D-02 0.306D-02 0.174D-01 0.165D+04 0.171D+06

22.75 0.284D-08 0.358D-02 -0.130D-02 0.783D-02 0.165D+04 0.171D+06

23.00 0.598D-09 0.279D-02 -0.325D-02 0.214D-04 0.165D+04 0.171D+06

23.25 -0.625D-09 0.201D-02 -0.326D-02 -0.223D-04 0.165D+04 0.171D+06

23.50 -0.112D-08 0.122D-02 -0.325D-02 -0.317D-02 0.165D+04 0.171D+06

23.75 -0.116D-08 0.631D-03 -0.246D-02 -0.333D-02 0.165D+04 0.171D+06

24.00 -0.980D-09 0.250D-03 -0.163D-02 -0.283D-02 0.165D+04 0.171D+06

24.25 -0.705D-09 0.468D-04 -0.918D-03 -0.206D-02 0.165D+04 0.171D+06

24.50 -0.414D-09 -0.278D-04 -0.403D-03 -0.122D-02 0.165D+04 0.171D+06

24.75 -0.132D-09 -0.262D-04 -0.984D-04 -0.394D-03 0.165D+04 0.171D+06

25.00 0.140D-09 0.000D+00 0.000D+00 0.419D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 24

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
VDISPL, m HDISPLy, m HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.799D-03 0.229D-02 -0.418D-04 0.132D-07 -0.256D-07 -0.155D-03 AXIAL, KN LATy, KN LATz, KN m0Mx, KN- m MOMy, KN- M mOmz, KN- m

0.683D+03 0.108D+03 -0.197D+01 -0.106D+04 0.672D+04 -0.455D+03 STRESS, KN/ M**2

0.234D+04

THE PILE COORDINATE SYSTEM
VDISPL, m

0.799D-03

AXIAL, KN

0.683D+03
HDISPLy, m

0.229D-02
LATy, KN

0.108D+03
HDISPLz, M
-0.418D-04
LATz, KN
-0.197D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.132D-07 -0.256D-07 -0.155D-03
MOMx, KN- m m0My, KN- M mOMz, KN- M

0.000D+00 -0.270D-01 -0.148D+01
STRESS, KN/ m**2

0.234D+04

LATERALLY LOADED PILE

Page 63 ends

svalf3.gpo

X DEFLECTION MOMENT SHEAR SOIL

REACTION

KN- M KN KN/ M
TOTAL
STRESS
KN/ M**2

FLEXURAL

RIGIDITY
KN- M**2
*****

0.00 0.25

0.50 0.75

1.00 1.25

1.50 1.75

2.00 2.25

2.50 2.75

3.00 3.25

3.50 3.75

4.00 4.25

4.50 4.75

5.00 5.25

5.50 5.75

6.00 6.25

6.50 6.75

7.00 7.25

7.50 7.75

8.00 8.25

8.50 8.75

9.00 9.25

9.50 9.75

10.00 10.25

10.50 10.75

11.00 11.25

11.50 11.75

12.00 12.25

12.50 12.75

13.00 13.25

13.50 13.75

14.00 14.25

14.50 **********

0.229D-02

0.198D-02

0.168D-02

0.139D-02

0.113D-02

0.893D-03

0.684D-03

0.505D-03

0.354D-03

0.230D-03

0.131D-03

0.548D-04
-0.152D-05
-0.408D-04
-0.660D-04
-0.797D-04
-0.847D-04
-0.831D-04
-0.768D-04
-0.676D-04
-0.568D-04
-0.455D-04
-0.343D-04
-0.240D-04
-0.149D-04
-0.693D-05
-0.266D-06

0.525D-05

0.970D-05

0.132D-04

0.158D-04

0.177D-04

0.189D-04

0.195D-04

0.196D-04

0.192D-04

0.185D-04

0.176D-04

0.164D-04

0.151D-04

0.137D-04

0.123D-04

0.109D-04

0.948D-05

0.817D-05

0.694D-05

0.580D-05

0.477D-05

0.383D-05

0.300D-05

0.228D-05

0.165D-05

0.112D-05

0.670D-06

0.305D-06

0.117D-07
-0.217D-06
-0.389D-06
-0.512D-06
**********

0.000D+00

0.248D+02

0.452D+02

0.607D+02

0.711D+02

0.770D+02

0.790D+02

0.779D+02

0.743D+02

0.688D+02

0.621D+02

0.545D+02

0.467D+02

0.388D+02

0.311D+02

0.242D+02

0.180D+02

0.127D+02

0.814D+01

0.442D+01

0.149D+01
-0.697D+00
-0.220D+01
-0.309D+01
-0.346D+01
-0.343D+01
-0.317D+01
-0.290D+01
-0.263D+01
-0.237D+01
-0.211D+01
-0.186D+01
-0.162D+01
-0.139D+01
-0.117D+01
-0.957D+00
-0.755D+00
-0.562D+00
-0.378D+00
-0.219D+00
-0.870D-01

0.205D-01

0.106D+00

0.171D+00

0.220D+00

0.254D+00

0.275D+00

0.285D+00

0.287D+00

0.282D+00

0.272D+00

0.257D+00

0.240D+00

0.220D+00

0.199D+00

0.177D+00

0.155D+00

0.134D+00

0.114D+00
**********

0.108D+03

0.985D+02

0.805D+02

0.613D+02

0.410D+02

0.229D+02

0.760D+01
-0.499D+01
-0.149D+02
-0.222D+02
-0.273D+02
-0.303D+02
-0.317D+02
-0.316D+02
-0.306D+02
-0.278D+02
-0.247D+02
-0.214D+02
-0.181D+02
-0.148D+02
-0.117D+02
-0.871D+01
-0.597D+01
-0.353D+01
-0.147D+01

0.127D+00

0.109D+01

0.109D+01

0.108D+01

0.106D+01

0.103D+01

0.100D+01

0.965D+00

0.926D+00

0.886D+00

0.846D+00

0.806D+00

0.768D+00

0.732D+00

0.633D+00

0.525D+00

0.426D+00

0.337D+00

0.259D+00

0.191D+00

0.132D+00

0.816D-01

0.397D-01

0.533D-02
-0.223D-01
-0.440D-01
-0.604D-01
-0.723D-01
-0.803D-01
-0.852D-01
-0.874D-01
-0.874D-01
-0.859D-01
-0.817D-01
**********

0.750D+02

0.718D+02

0.768D+02

0.815D+02

0.721D+02

0.613D+02

0.503D+02

0.396D+02

0.294D+02

0.202D+02

0.122D+02

0.536D+01
-0.156D+00
-0.438D+01
-0.110D+02
-0.124D+02
-0.131D+02
-0.133D+02
-0.131D+02
-0.126D+02
-0.119D+02
-0.110D+02
-0.976D+01
-0.827D+01
-0.637D+01
-0.386D+01
-0.219D-02

0.432D-01

0.800D-01

0.109D+00

0.130D+00

0.146D+00

0.156D+00

0.160D+00

0.161D+00

0.158D+00

0.153D+00

0.145D+00

0.394D+00

0.435D+00

0.395D+00

0.354D+00

0.313D+00

0.274D+00

0.236D+00

0.200D+00

0.167D+00

0.137D+00

0.111D+00

0.866D-01

0.657D-01

0.476D-01

0.322D-01

0.193D-01

0.879D-02

0.338D-03
-0.625D-02
-0.168D-01
-0.221D-01
**********

0.234D+04

0.459D+04

0.642D+04

0.783D+04

0.877D+04

0.930D+04

0.948D+04

0.938D+04

0.906D+04

0.856D+04

0.795D+04

0.727D+04

0.656D+04

0.584D+04

0.516D+04

0.453D+04

0.397D+04

0.349D+04

0.308D+04

0.274D+04

0.248D+04

0.240D+04

0.254D+04

0.262D+04

0.265D+04

0.265D+04

0.263D+04

0.260D+04

0.258D+04

0.256D+04

0.253D+04

0.251D+04

0.249D+04

0.247D+04

0.245D+04

0.243D+04

0.241D+04

0.239D+04

0.238D+04

0.236D+04

0.235D+04

0.234D+04

0.235D+04

0.236D+04

0.236D+04

0.236D+04

0.237D+04

0.237D+04

0.237D+04

0.237D+04

0.237D+04

0.237D+04

0.236D+04

0.236D+04

0.236D+04

0.236D+04

0.236D+04

0.235D+04

0.235D+04
**********

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

Page 64 ends

. 32D-03 0.334D-02 0.253D-03 0.234D+04
• D-03 0.234D+04

22.50 0.383D-08 0.115D-02 0.328D-02 0.105D-01 0.234D+04

22.75 0.223D-08 0.130D-02 0.661D-03 0.615D-02 0.234D+04

23.00 0.110D-08 0.108D-02 -0.875D-03 0.477D-04 0.234D+04

23.25 0.368D-09 0.850D-03 -0.887D-03 0.159D-04 0.234D+04

23.50 -0.563D-10 0.620D-03 -0.891D-03 -0.160D-03 0.234D+04

23.75 -0.254D-09 0.400D-03 -0.851D-03 -0.729D-03 0.234D+04

24.00 -0.307D-09 0.226D-03 -0.669D-03 -0.887D-03 0.234D+04

24.25 -0.276D-09 0.1070-03 -0.447D-03 -0.807D-03 0.234D+04

24.50 -0.207D-09 0.378D-04 -0.246D-03 -0.612D-03 0.234D+04

24.75 -0.125D-09 0.734D-05 -0.927D-04 -0.371D-03 0.234D+04

25.00 -0.391D-10 0.000D+00 0.000D+00 -0.117D-03 0.234D+04 NUMBER OF ITERATIONS IN LLP =
2 * PILE GROUP * 25

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
---------------------------------------
3 -0.443D-02 0.234D+04 0.171D+06
•/9D-07
-0.115D-01 0.198D-02 -0.329D-02 0.234D+04 0.171D+06
. 0.171D+06

19.25 -0.535D-07 -0.108D-01 0.281D-02 -0.232D-02 0.234D+04 0.171D+06

19.50 -0.351D-07 -0.996D-02 0.338D-02 -0.152D-02 0.234D+04 0.171D+06

19.75 -0.203D-07 -0.903D-02 0.376D-02 -0.878D-03 0.234D+04 0.171D+06

20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.379D-03 0.234D+04 0.171D+06

20.25 -0.187D-09 -0.704D-02 0.408D-02 -0.807D-05 0.234D+04 0.171D+06

20.50 0.582D-08 -0.604D-02 0.408D-02 0.252D-03 0.234D+04 0.171D+06

20.75 0.963D-08 -0.504D-02 0.402D-02 0.417D-03 0.234D+04 0.171D+06

21.00 0.116D-07 -0.407D-02 0.391D-02 0.502D-03 0.234D+04 0.171D+06

21.25 0.121D-07 -0.313D-02 0.379D-02 0.523D-03 0.234D+04 0.171D+06

21.50 0.114D-07 -0.222D-02 0.366D-02 0.495D-03 0.234D+04 0.171D+06

21.75 0.996D-08 -0.135D-02 0.353D-02 0.431D-03 0.234D+04

22.25 0.586D-08

22.00 0.800D-08 -0.497D-03 0.343D-02 0

15.75 -0.634D-06 0.5D-01 -0.486D-01 -0.274D-01

16.00 -0.600D-06 0.250D-01 -0.417D-01 -0.260D-01

16.25 -0.557D-06 0.162D-01 -0.352D-01 -0.241D-01

16.50 -0.508D-06 0.881D-02 -0.292D-01 -0.220D-01

16.75 -0.456D-06 0.284D-02 -0.237D-01 -0.197D-01

17.00 -0.403D-06 -0.189D-02 -0.188D-01 -0.174D-01

17.25 -0.350D-06 -0.554D-02 -0.144D-01 -0.152D-01

17.50 -0.300D-06 -0.823D-02 -0.106D-01 -0.130D-01

17.75 -0.252D-06 -0.101D-01 -0.738D-02 -0.109D-01

18.00 -0.208D-06 -0.113D-01 -0.465D-02 -0.902D-02

18.25 -0.169D-06 -0.119D-01 -0.239D-02 -0.730D-02

18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02
19 00 -0

18.75 -0.102D-06 -0.119D-01 0 87
• . 1 D-01 -0.557D-01 -0.284D-01

14.75 -0.593D-06 0.947D-01 -0.761D-01 -0.257D-01 0.235D+04 0.171D+06 svalf3.gpo

15.25 -0.659D-06 0.616D-01
-0.628D-01 -0 28

15.00 -0.640D-06 0.772D-01 -0.697D-01 -0.277D-01 0.235D+04 0.171D+06

15.50 -0.655D-06 0
-- 0 • D+04 0.171D+06

0.235D+04 0.171D+06

0.235D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06

0.234D+04 0.171D+06
0 234

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

VDISPL, M

0.564D-03

AXIAL, KN

0.482D+03
HDISPLy, M

0.229D-02
LATy, KN

0.945D+02
HDISPLz, M
-0.418D-04
LATz, KN
-0.173D+01
ROT. V,RAD

0.132D-07
MoMx, KN- M
-0.103D+04
ROT.Hy,RAD
-0.256D-07
MOMy, KN- M

0.526D+04
ROT.Hz,RAD
-0.155D-03
Momz, KN- M

0.423D+03 STRESS, KN/ M**2

Page 65 ends

5"1-)
Moment (ItN-m)
-220 -200 -180 -160 -140 0 -100 -80 -60 -40 -20 70 40 60 C`I
v Pile
D Pie #2
A Pile #3
0 Pile #3
O Pile #5
0 Pile #6
0 Pile #7
0 Pile #8
0 Plic
Piko,H
0 50 b
Shear (A)
-20 0 20 40 60 80 100 120 140
1 1 I I I
.

I
Cr
-
I
.4
1%
ft

1. Of
fa
_
_
•

15. ....
ii
[
v Pile #1
Pile #2
,n. Pile #3
0 Pi ki iii--
0 Pile #5
0 Pile #6
0 Pile #7
0 Pile #8
01'0: ,P
0 —
—
?
ci

00. 00
Soil Reaction (1c1N/rn)
-10 0 10 20 30 40 50 60 70
—
1 i
I
•
0 0
•
0 ft
v.:
1 1 1
__
_
_
•
•
ei
le..... -
•
---
_ ----4"----
----
V7
_
_
V Pile #1
0 Pile #2
z, Pile #3
0 Pile #5
0 Pile #6
0 Pile #7
0 Pile #,S
0 _
C,1
5'1X-S-r
Load (IA)
Displacement (m)
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000

I I I I
tr,
_
v Curve #1
0 Curve #2
0 - 1 1 1 1 1 I I I I 1 1 1 1 1 1 1
svb1x5.gpo

PILE GROUP ANALYSIS PROGRAM-GROUP
PC VERSION 5.0 (C) COPYRIGHT ENSOFT,INC. 2000

THE PROGRAM WAS COMPILED USING THE MICROSOFT FORTRAN
POWERSTATION 4.0 (C) COPYRIGHT MICROSOFT CORPORATION, 1996.

PILE GROUP ANALYSIS PROGRAM-GROUP
PC VERSION 5.0 (C) COPYRIGHT ENSOFT,INC. 2000

THE PROGRAM WAS COMPILED USING THE MICROSOFT FORTRAN
POWERSTATION 4.0 (C) COPYRIGHT MICROSOFT CORPORATION, 1996. spr vii, bent, long. fixed, 1500kN

INPUT INFORMATION
* TABLE C * LOAD AND CONTROL PARAMETERS

UNITS--
VERT.LOAD, KN

0.8250D+04

MOMENT-V , KN- M

0.0000D+00
HOR.LOADy, KN

0.1500D+04
MOMENT-Hy, KN- M

0.0000D+00
HOR.LOADz, KN

0.0000D+00
MOMENT-Hz, KN- M

0.0000D+00
* THE LOADING IS CYCLIC *
NO. OF CYCLES =, 10.00
KPYOP = 0 (CODE TO GENERATE P-Y CURVES)
( KPYOP = 1 IF P-Y YES; = 0 IF P-Y NO; = -1 IF P-Y ONLY ) * CONTROL PARAMETERS *

TOLERANCE ONCONVERGENCE OF FOUNDATION REACTION,

TOLERANCE ON DETERMINATION OF DEFLECTIONS
MAX NO OF ITERATIONS ALLOWED FOR FOUNDATION ANALYSIS =
MAXIMUM NO. OF ITERATIONS ALLOWED FOR PILE ANALYSIS =

0.700D-03 m

0.254D-05 m
100
100
* TABLE D *
GROUP

ARRANGEMENT OF PILE GROUPS

CONNECT NO OF PILE PILE NO L-S CURVE P-Y CURVE
1 FIX 1 1 1 0
2 FIX 1 1 1 0
3 FIX 1 1 1 0
4 FIX 1 1 1 0
5 FIX 1 1 1 0
6 FIX 1 1 1 0

Page 1 ends

ANGvhz,RAD

0.1571D+01
ANGvhy, RAD

0.1571D+01
ANGvx ,RAD

0.3673D-05

GROUND, M SPRING, KN- M
********* 0.0000D+00
syblx5.gpo
7 FIX 1 1 1
8 FIX 1 1 1
9 FIX 1 1 1
10 FIX 1 1 1
11 FIX 1 1 1
12 FIX 1 1 1

GROUP VERT, M
1 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
2 0.1220D+01
HORy, M

0.1525D+01
ANGvhy, RAD

0.1571D+01
HORy, M

0.1525D+01
HORz, M
-.2285D+01
ANGvx ,RAD GROUND, M SPRING, KN- M

0.3673D-05 ********* 0.0000D+00
HORz, M
-.7600D+00

GROUP VERT, M
3 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
4 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
5 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
6 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
7 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
8 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
9 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
10 0.1220D+01
HORy, M

0.1525D+01
ANGvhy, RAD

0.1571D+01
HORy, M

0.1525D+01
ANGvhy, RAD

0.1571D+01
HORy, M

0.0000D+00
ANGvhy, RAD

0.1571D+01
HORy, M

0.0000D+00
ANGvhy, RAD

0.1571D+01
HORy, M

0.0000D+00
ANGvhy, RAD

0.1571D+01
HORy, M

0.0000D+00
ANGvhy, RAD

0.1571D+01
HORy, M
-.1525D+01
ANGvhy, RAD

0.1571D+01
HORy, M
-.1525D+01
HORz, M

0.7600D+00
ANGvx ,RAD

0.3673D-05
HORz, M

0.2285D+01
ANGvx ,RAD

0.3673D-05
HORz, M
-.2285D+01
ANGvx ,RAD

0.3673D-05
HORz, M

0.7600D+00
ANGvx ,RAD

0.3673D-05
HORz, M

0.2285D+01
ANGvx ,RAD

0.3673D-05
HORz, m
-.2285D+01
ANGvx ,RAD

0.3673D-05
HORz, M
-.7600D+00

Page 2 ends

GROUND, M
*********

GROUND, M
*********

GROUND, M
*********

GROUND, M
*********

GROUND, M
*********

GROUND, M
*********

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00
ANGvx ,RAD GROUND, M SPRING, KN- M

0.3673D-05 ********* 0.0000D+00
HORz, M
-.7600D+00
syblx5.gpo
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
11 0.1220D+01
ANGvhz,RAD

0.1571D+01

GROUP VERT, M
12 0.1220D+01
ANGvhz,RAD

0.1571D+01
ANGvhy, RAD

0.1571D+01
HORy, M
-.1525D+01
ANGvhy,RAD

0.1571D+01
HORy, M
-.1525D+01
ANGvhy, RAD

0.1571D+01
ANGvx ,RAD

0.3673D-05
HORz, M

0.7600D+00
ANGvx ,RAD

0.3673D-05
HORz, M

0.2285D+01
ANGvx ,RAD

0.3673D-05

GROUND, M
*********

GROUND, M
*********

GROUND, M
*********

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00

SPRING, KN- M

0.0000D+00
* TABLE E * PILE GEOMETRY AND PROPERTIES
PILE SEC INC LENGTH, M E , KN/ M**2
1 1 88 0.2200D+02 0.5080D+08
PILE FROM, M TO, M DIAM, M AREA, M**2 I, M**4
1 0.0000D+00 0.2200D+02 0.6096D+00 0.2800D+00 0.3373D-02 * TABLE F * AXIAL LOAD VS SETTLEMENT
(THE LOAD-SETTLEMENT CURVE IS GENERATED INTERNALLY)
NUM OF CURVES 1
CURVE 1
POINT
NUM OF POINTS 19

AXIAL LOAD, KN SETTLEMENT, M
1 -0.5247D+04 -0.5566D-01
2 -0.5247D+04 -0.3026D-01
3 -0.5247D+04 -0.1756D-01
4 -0.5385D+04 -0.7580D-02
5 -0.5366D+04 -0.6218D-02
6 -0.2392D+04 -0.1907D-02
7 -0.1198D+04 -0.9304D-03
8 -0.2309D+03 -0.1833D-03
9 -0.2309D+02 -0.1833D-04
10 0.0000D+00 0.0000D+00
11 0.2315D+02 0.1838D-04
12 0.2315D+03 0.1838D-03
13 0.1202D+04 0.9328D-03
14 0.2398D+04 0.1912D-02
15 0.5372D+04 0.6228D-02
16 0.5395D+04 0.7598D-02
17 0.5302D+04 0.1765D-01
18 0.5358D+04 0.3044D-01
19 0.5417D+04 0.5594D-01
* TABLE T * TORS. MOM. VS ANGLE ROT.

Page 3 ends

syblx5.gpo
(THE TORQUE-ROTATION CURVE IS GENERATED INTERNALLY)
NUM OF CURVES 1
CURVE 1
POINT
NUM OF POINTS 19
TORS.MOMEN, KN- M ROT. ANGLE,Rad.
1 -0.1503D+04 -0.4086D+00
2 -0.1503D+04 -0.3253D+00
3 -0.1503D+04 -0.2836D+00
4 -0.1513D+04 -0.2530D+00
5 -0.1512D+04 -0.2483D+00
6 -0.1294D+04 -0.1882D+00
7 -0.1177D+04 -0.1600D+00
8 -0.9026D+03 -0.1025D+00
9 -0.5087D+03 -0.4089D-01
10 0.0000D+00 0.0000D+00
11 0.5087D+03 0.4089D-01
12 0.9026D+03 0.1025D+00
13 0.1177D+04 0.1600D+00
14 0.1294D+04 0.1882D+00
15 0.1512D+04 0.2483D+00
16 0.1513D+04 0.2530D+00
17 0.1503D+04 0.2836D+00
18 0.1503D+04 0.3253D+00
19 0.1503D+04 0.4086D+00
* TABLE H * SOIL DATA FOR AUTO P-Y CURVES

SOILS INFORMATION

AT THE GROUND SURFACE
4 LAYER(S) OF SOIL
LAYER 1

THE SOIL IS A SOFT CLAY

X AT THE TOP OF THE LAYER

X AT THE BOTTOM OF THE LAYER
MODULUS OF SUBGRADE REACTION =
-2.86 M
-2.86

0.14 0.200D+05
M
M
KN/ M**3
LAYER 2

THE SOIL IS A STIFF CLAY BELOW THE WATER TABLE
X AT THE TOP OF THE LAYER 0.14
X AT THE BOTTOM OF THE LAYER 3.24
MODULUS OF SUBGRADE REACTION = 0.200D+05 KN/ M**3
LAYER 3

THE SOIL IS A STIFF CLAY BELOW THE WATER TABLE
X AT THE TOP OF THE LAYER 3.24
X AT THE BOTTOM OF THE LAYER 7.84
MODULUS OF SUBGRADE REACTION 0.100D+06 KN/ M**3
LAYER 4

THE SOIL IS A STIFF CLAY BELOW THE WATER TABLE
X AT THE TOP OF THE LAYER 7.84

X AT THE BOIIOM OF THE LAYER
MODULUS OF SUBGRADE REACTION =

30.00 0.110D+06 KN/ M**3

Page 4 ends

svb1x5.gpo

DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH
8 POINTS
X, m WEIGHT, KN/ M**3
-2.8600 0.1900D+02

0.1400 0.1900D+02

0.1400 0.9200D+01

3.2400 0.9200D+01

3.2400 0.9200D+01

7.8400 0.9200D+01

7.8400 0.9200D+01

30.0000 0.9200D+01

DISTRIBUTION OF STRENGTH PARAMETERS WITHDEPTH/
POINTS
X, M C, KN/ m**2 PHI ,DEGREES E50
-2.86 0.4000D+02 0.000 0.7000D-01

0.14 0.4000D+02 0.000 0.7000D-01

0.14 0.4000D+02 0.000 0.7000D-01

3.24 0.4000D+02 0.000 0.7000D-01

3.24 0.1000D+03 0.000 0.5000D-01

7.84 0.1000D+03 0.000 0.5000D-01

7.84 0.1500D+03 0.000 0.5000D-01

30.00 0.1500D+03 0.000 0.5000D-01

REDUCTION FACTORS FOR CLOSELY-SPACED PILE GROUPS

GROUP NO P-FACTOR Y-FACTOR
1 0.82 1.00
2 0.73 1.00
3 0.73 1.00
4 0.82 1.00
5 0.60 1.00
6 0.50 1.00
7 0.50 1.00
8 0.60 1.00
9 0.64 1.00
10 0.53 1.00
11 0.53 1.00
12 0.64 1.00
spr vii, bent, long. fixed, 1500kN

COMPUTATION RESULTS,
VERT. LOAD, KN

0.8250D+04

MOMENT-V , M- KN

0.0000D+00
HOR. LOADy, KN

0.1393D+04
MOMENT-Hy, M- KN
-0.8449D+02
HOR. LOADz, KN
-0.1071D+03
MOMENT-Hz, M- KN
-0.8449D+02

Page 5 ends

X DEFLECTION
M M
***** **********
MOMENT
KN- M
**********

SHEAR SOIL

REACTION

KN KN/ M
********** **********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********
svb1x5.gpo

DISPLACEMENT OF GROUPED PILE FOUNDATION

VERTICAL , M

0.5359D-03
ANGLE ROT.x,RAD
-0.4429D-05
HORIZONTALy, M

0.5356D-02
ANGLE ROT.y,RAD

0.5096D-06
HORIZONTALz, M

0.2471D-03
ANGLE ROT.z,RAD
-0.1682D-03
NUMBER OF ITERATIONS = 3
* TABLE I * COMPUTATION ON INDIVIDUAL PILE
* PILE GROUP * 1

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.812D-03
HDISPLy, M

0.538D-02
HDISPLz, M
-0.400D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.104D+04
LATy, KN

0.138D+03
LATz, KN
-0.102D+02
MOMx, KN0.299D+03
M MOMy, KN-
-0.238D+04
M MOMz, KN- M
-0.166D+04
STRESS, KN/ m**2

0.240D+05

THE PILE COORDINATE SYSTEM

VDISPL, M

0.812D-03
HDISPLy, M

0.538D-02
HDISPLz, M
-0.400D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.HZ,RAD
-0.171D-03

AXIAL, KN

0.104D+04

STRESS, KN/

0.240D+05
LATy, KN

0.138D+03
m**2
LATz, KN
-0.102D+02
MOMx, KN- M

0.993D-01
MOMy, KN-
-0.926D+01
M MOMz, KN- M
-0.230D+03

LATERALLY LOADED PILE

Page 6 ends

svialx5.gpo

0.00 0.540D-02 -0.224D+03 0.138D+03 0.298D+02 0.240D+05 0.171D+06

0.25 0.531D-02 -0.191D+03 0.134D+03 0.312D+02 0.210D+05 0.171D+06

0.50 0.516D-02 -0.159D+03 0.126D+03 0.305D+02 0.181D+05 0.171D+06

0.75 0.495D-02 -0.129D+03 0.119D+03 0.294D+02 0.154D+05 0.171D+06

1.00 0.469D-02 -0.101D+03 0.111D+03 0.281D+02 0.129D+05 0.171D+06

1.25 0.439D-02 -0.747D+02 0.104D+03 0.266D+02 0.105D+05 0.171D+06

1.50 0.407D-02 -0.499D+02 0.977D+02 0.250D+02 0.824D+04 0.171D+06

1.75 0.373D-02 -0.267D+02 0.915D+02 0.231D+02 0.614D+04 0.171D+06

2.00 0.338D-02 -0.489D+01 0.857D+02 0.212D+02 0.417D+04 0.171D+06

2.25 0.303D-02 0.156D+02 0.804D+02 0.646D+02 0.514D+04 0.171D+06

2.50 0.268D-02 0.320D+02 0.642D+02 0.582D+02 0.662D+04 0.171D+06

2.75 0.235D-02 0.448D+02 0.497D+02 0.517D+02 0.778D+04 0.171D+06

3.00 0.203D-02 0.543D+02 0.368D+02 0.454D+02 0.864D+04 0.171D+06

3.25 0.173D-02 0.610D+02 0.254D+02 0.392D+02 0.924D+04 0.171D+06

3.50 0.145D-02 0.651D+02 0.156D+02 0.334D+02 0.962D+04 0.171D+06

3.75 0.120D-02 0.672D+02 0.727D+01 0.279D+02 0.981D+04 0.171D+06

4.00 0.971D-03 0.675D+02 0.301D+00 0.228D+02 0.983D+04 0.171D+06

4.25 0.768D-03 0.664D+02 -0.540D+01 0.182D+02 0.973D+04 0.171D+06

4.50 0.588D-03 0.641D+02 -0.995D+01 0.141D+02 0.952D+04 0.171D+06

4.75 0.432D-03 0.609D+02 -0.135D+02 0.104D+02 0.923D+04 0.171D+06

5.00 0.298D-03 0.570D+02 -0.161D+02 0.723D+01 0.888D+04 0.171D+06

5.25 0.185D-03 0.527D+02 -0.179D+02 0.451D+01 0.849D+04 0.171D+06

5.50 0.916D-04 0.480D+02 -0.190D+02 0.224D+01 0.807D+04 0.171D+06

5.75 0.154D-04 0.432D+02 -0.196D+02 0.377D+00 0.763D+04 0.171D+06

6.00 -0.451D-04 0.383D+02 -0.197D+02 -0.111D+01 0.720D+04 0.171D+06

6.25 -0.916D-04 0.336D+02 -0.194D+02 -0.224D+01 0.676D+04 0.171D+06

6.50 -0.126D-03 0.289D+02 -0.188D+02 -0.307D+01 0.634D+04 0.171D+06

6.75 -0.150D-03 0.244D+02 -0.181D+02 -0.547D+01 0.594D+04 0.171D+06

7.00 -0.165D-03 0.202D+02 -0.167D+02 -0.601D+01 0.556D+04 0.171D+06

7.25 -0.172D-03 0.164D+02 -0.152D+02 -0.628D+01 0.522D+04 0.171D+06

7.50 -0.173D-03 0.130D+02 -0.136D+02 -0.634D+01 0.491D+04 0.171D+06

7.75 -0.170D-03 0.100D+02 -0.120D+02 -0.622D+01 0.464D+04 0.171D+06

8.00 -0.163D-03 0.741D+01 -0.105D+02 -0.596D+01 0.440D+04 0.171D+06

8.25 -0.154D-03 0.515D+01 -0.898D+01 -0.561D+01 0.420D+04 0.171D+06

8.50 -0.142D-03 0.324D+01 -0.758D+01 -0.519D+01 0.402D+04 0.171D+06

8.75 -0.129D-03 0.166D+01 -0.628D+01 -0.473D+01 0.388D+04 0.171D+06

9.00 -0.116D-03 0.367D+00 -0.510D+01 -0.425D+01 0.376D+04 0.171D+06

9.25 -0.103D-03 -0.657D+00 -0.404D+01 -0.376D+01 0.379D+04 0.171D+06

9.50 -0.893D-04 -0.145D+01 -0.310D+01 -0.327D+01 0.386D+04 0.171D+06

9.75 -0.766D-04 -0.203D+01 -0.228D+01 -0.281D+01 0.391D+04 0.171D+06

10.00 -0.647D-04 -0.244D+01 -0.157D+01 -0.237D+01 0.395D+04 0.171D+06

10.25 -0.536D-04 -0.269D+01 -0.981D+00 -0.197D+01 0.397D+04 0.171D+06

10.50 -0.436D-04 -0.283D+01 -0.489D+00 -0.160D+01 0.399D+04 0.171D+06

10.75 -0.345D-04 -0.286D+01 -0.888D-01 -0.127D+01 0.399D+04 0.171D+06

11.00 -0.265D-04 -0.281D+01 0.228D+00 -0.975D+00 0.399D+04 0.171D+06

11.25 -0.196D-04 -0.270D+01 0.472D+00 -0.719D+00 0.398D+04 0.171D+06

11.50 -0.136D-04 -0.255D+01 0.652D+00 -0.499D+00 0.396D+04 0.171D+06

11.75 -0.851D-05 -0.236D+01 0.777D+00 -0.313D+00 0.394D+04 0.171D+06

12.00 -0.432D-05 -0.215D+01 0.855D+00 -0.159D+00 0.393D+04 0.171D+06

12.25 -0.910D-06 -0.193D+01 0.895D+00 -0.335D-01 0.391D+04 0.171D+06

12.50 0.180D-05 -0.171D+01 0.903D+00 0.661D-01 0.389D+04 0.171D+06

12.75 0.388D-05 -0.149D+01 0.887D+00 0.143D+00 0.387D+04 0.171D+06

13.00 0.542D-05 -0.128D+01 0.851D+00 0.199D+00 0.385D+04 0.171D+06

13.25 0.649D-05 -0.108D+01 0.801D+00 0.239D+00 0.383D+04 0.171D+06

13.50 0.716D-05 -0.899D+00 0.742D+00 0.264D+00 0.381D+04 0.171D+06

13.75 0.751D-05 -0.732D+00 0.676D+00 0.276D+00 0.380D+04 0.171D+06

14.00 0.759D-05 -0.581D+00 0.607D+00 0.279D+00 0.378D+04 0.171D+06

14.25 0.746D-05 -0.448D+00 0.537D+00 0.274D+00 0.377D+04 0.171D+06

14.50 0.716D-05 -0.331D+00 0.468D+00 0.264D+00 0.376D+04 0.171D+06

14.75 0.675D-05 -0.231D+00 0.402D+00 0.248D+00 0.375D+04 0.171D+06

15.00 0.625D-05 -0.147D+00 0.340D+00 0.230D+00 0.374D+04 0.171D+06

15.25 0.570D-05 -0.762D-01 0.283D+00 0.210D+00 0.374D+04 0.171D+06

15.50 0.512D-05 -0.190D-01 0.230D+00 0.188D+00 0.373D+04 0.171D+06

Page 7 ends

svb1x5.gpo

15.75 0.453D-05 0.264D-01 0.183D+00 0.167D+00 0.373D+04 0.171D+06

16.00 0.395D-05 0.614D-01 0.142D+00 0.145D+00 0.374D+04 0.171D+06

16.25 0.339D-05 0.874D-01 0.105D+00 0.125D+00 0.374D+04 0.171D+06

16.50 0.287D-05 0.105D+00 0.740D-01 0.106D+00 0.374D+04 0.171D+06

16.75 0.239D-05 0.117D+00 0.476D-01 0.878D-01 0.374D+04 0.171D+06

17.00 0.194D-05 0.123D+00 0.256D-01 0.715D-01 0.374D+04 0.171D+06

17.25 0.154D-05 0.124D+00 0.775D-02 0.569D-01 0.374D+04 0.171D+06

17.50 0.119D-05 0.122D+00 -0.646D-02 0.439D-01 0.374D+04 0.171D+06

17.75 0.884D-06 0.117D+00 -0.174D-01 0.325D-01 0.374D+04 0.171D+06

18.00 0.618D-06 0.110D+00 -0.256D-01 0.228D-01 0.374D+04 0.171D+06

18.25 0.393D-06 0.101D+00 -0.313D-01 0.145D-01 0.374D+04 0.171D+06

18.50 0.204D-06 0.918D-01 -0.349D-01 0.752D-02 0.374D+04 0.171D+06

18.75 0.492D-07 0.818D-01 -0.368D-01 0.181D-02 0.374D+04 0.171D+06

19.00 -0.760D-07 0.716D-01 -0.372D-01 -0.280D-02 0.374D+04 0.171D+06

19.25 -0.175D-06 0.616D-01 -0.365D-01 -0.645D-02 0.374D+04 0.171D+06

19.50 -0.252D-06 0.520D-01 -0.349D-01 -0.927D-02 0.374D+04 0.171D+06

19.75 -0.309D-06 0.430D-01 -0.326D-01 -0.114D-01 0.373D+04 0.171D+06

20.00 -0.351D-06 0.346D-01 -0.297D-01 -0.129D-01 0.373D+04 0.171D+06

20.25 -0.381D-06 0.271D-01 -0.265D-01 -0.140D-01 0.373D+04 0.171D+06

20.50 -0.400D-06 0.204D-01 -0.230D-01 -0.147D-01 0.373D+04 0.171D+06

20.75 -0.412D-06 0.146D-01 -0.193D-01 -0.152D-01 0.373D+04 0.171D+06

21.00 -0.419D-06 0.972D-02 -0.155D-01 -0.154D-01 0.373D+04 0.171D+06

21.25 -0.422D-06 0.583D-02 -0.117D-01 -0.155D-01 0.373D+04 0.171D+06

21.50 -0.423D-06 0.292D-02 -0.778D-02 -0.156D-01 0.373D+04 0.171D+06

21.75 -0.423D-06 0.972D-03 -0.389D-02 -0.156D-01 0.373D+04 0.171D+06

22.00 -0.423D-06 0.000D+00 0.000D+00 -0.156D-01 0.373D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 2

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.801D-03 0.537D-02 -0.400D-03 0.798D-05 -0.674D-05 -0.171D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.103D+04 0.127D+03 -0.945D+01 0.822D+02 -0.781D+03 -0.164D+04 STRESS, KN/ M**2

0.229D+05

THE PILE COORDINATE SYSTEM
VDISPL, Ni HDISPLy, M HDISPLz, m ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.801D-03 0.537D-02 -0.400D-03 0.798D-05 -0.674D-05 -0.171D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.103D+04 0.127D+03 -0.945D+01 0.993D-01 -0.879D+01 -0.218D+03 STRESS, KN/ M**2

0.229D+05

Page 8 ends

syblx5.gpo

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2

FLEXURAL

RIGIDITY
KN- M**2

0.00 0.538D-02 -0.213D+03 0.127D+03 0.264D+02 0.229D+05 0.171D+06

0.25 0.530D-02 -0.182D+03 0.124D+03 0.277D+02 0.201D+05 0.171D+06

0.50 0.75

0.515D-02

0.495D-02
-0.152D+03
-0.124D+03

0.117D+03

0.110D+03

0.270D+02

0.261D+02

0.174D+05

0.149D+05

0.171D+06

0.171D+06

1.00 0.470D-02 -0.981D+02 0.104D+03 0.250D+02 0.126D+05 0.171D+06

1.25 0.442D-02 -0.734D+02 0.976D+02 0.238D+02 0.103D+05 0.171D+06

1.50 0.411D-02 -0.502D+02 0.917D+02 0.223D+02 0.822D+04 0.171D+06

1.75 0.378D-02 -0.283D+02 0.861D+02 0.208D+02 0.625D+04 0.171D+06

2.00 0.344D-02 -0.778D+01 0.809D+02 0.191D+02 0.439D+04 0.171D+06

2.25 0.309D-02 0.116D+02 0.761D+02 0.584D+02 0.473D+04 0.171D+06

2.50 0.276D-02 0.273D+02 0.615D+02 0.529D+02 0.615D+04 0.171D+06

2.75 0.243D-02 0.397D+02 0.483D+02 0.473D+02 0.727D+04 0.171D+06

3.00 0.211D-02 0.492D+02 0.364D+02 0.418D+02 0.813D+04 0.171D+06

3.25 0.182D-02 0.560D+02 0.260D+02 0.365D+02 0.874D+04 0.171D+06

3.50 0.154D-02 0.605D+02 0.169D+02 0.313D+02 0.915D+04 0.171D+06

3.75 0.129D-02 0.630D+02 0.905D+01 0.265D+02 0.938D+04 0.171D+06

4.00 0.106D-02 0.638D+02 0.243D+01 0.220D+02 0.945D+04 0.171D+06

4.25 0.851D-03 0.633D+02 -0.306D+01 0.178D+02 0.940D+04 0.171D+06

4.50 0.666D-03 0.616D+02 -0.752D+01 0.141D+02 0.925D+04 0.171D+06

4.75 0.505D-03 0.590D+02 -0.110D+02 0.107D+02 0.901D+04 0.171D+06

5.00 0.364D-03 0.557D+02 -0.137D+02 0.781D+01 0.872D+04 0.171D+06

5.25 0.244D-03 0.519D+02 -0.157D+02 0.526D+01 0.837D+04 0.171D+06

5.50 0.143D-03 0.478D+02 -0.170D+02 0.310D+01 0.800D+04 0.171D+06

5.75 0.598D-04 0.434D+02 -0.178D+02 0.130D+01 0.761D+04 0.171D+06

6.00 -0.796D-05 0.390D+02 -0.181D+02 -0.173D+00 0.720D+04 0.171D+06

6.25 -0.615D-04 0.345D+02 -0.180D+02 -0.134D+01 0.680D+04 0.171D+06

6.50 -0.102D-03 0.301D+02 -0.177D+02 -0.222D+01 0.640D+04 0.171D+06

6.75 -0.132D-03 0.258D+02 -0.172D+02 -0.430D+01 0.602D+04 0.171D+06

7.00 -0.153D-03 0.218D+02 -0.161D+02 -0.496D+01 0.566D+04 0.171D+06

7.25 -0.166D-03 0.181D+02 -0.148D+02 -0.537D+01 0.532D+04 0.171D+06

7.50 -0.171D-03 0.148D+02 -0.135D+02 -0.556D+01 0.502D+04 0.171D+06

7.75 -0.172D-03 0.117D+02 -0.121D+02 -0.558D+01 0.474D+04 0.171D+06

8.00 -0.168D-03 0.906D+01 -0.107D+02 -0.546D+01 0.450D+04 0.171D+06

8.25 -0.161D-03 0.671D+01 -0.935D+01 -0.523D+01 0.429D+04 0.171D+06

8.50 -0.152D-03 0.469D+01 -0.805D+01 -0.493D+01 0.411D+04 0.171D+06

8.75 -0.141D-03 0.297D+01 -0.682D+01 -0.456D+01 0.395D+04 0.171D+06

9.00 -0.128D-03 0.154D+01 -0.567D+01 -0.417D+01 0.382D+04 0.171D+06

9.25 -0.115D-03 0.367D+00 -0.463D+01 -0.375D+01 0.372D+04 0.171D+06

9.50 -0.103D-03 -0.571D+00 -0.369D+01 -0.333D+01 0.374D+04 0.171D+06

9.75 -0.897D-04 -0.130D+01 -0.286D+01 -0.292D+01 0.380D+04 0.171D+06

10.00 -0.775D-04 -0.185D+01 -0.213D+01 -0.252D+01 0.385D+04 0.171D+06

10.25 -0.658D-04 -0.224D+01 -0.150D+01 -0.214D+01 0.389D+04 0.171D+06

10.50 -0.550D-04 -0.249D+01 -0.964D+00 -0.179D+01 0.391D+04 0.171D+06

10.75 -0.452D-04 -0.263D+01 -0.516D+00 -0.147D+01 0.392D+04 0.171D+06

11.00 -0.362D-04 -0.268D+01 -0.147D+00 -0.118D+01 0.393D+04 0.171D+06

11.25 -0.283D-04 -0.265D+01 0.148D+00 -0.923D+00 0.392D+04 0.171D+06

11.50 -0.213D-04 -0.256D+01 0.379D+00 -0.695D+00 0.392D+04 0.171D+06

11.75 -0.152D-04 -0.243D+01 0.552D+00 -0.498D+00 0.390D+04 0.171D+06

12.00 -0.101D-04 -0.227D+01 0.677D+00 -0.329D+00 0.389D+04 0.171D+06

12.25 -0.574D-05 -0.209D+01 0.759D+00 -0.188D+00 0.387D+04 0.171D+06

12.50 -0.217D-05 -0.189D+01 0.806D+00 -0.708D-01 0.385D+04 0.171D+06

Page 9 ends

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12.75 0.715D-06 -0.169D+01 0.824D+00 0.234D-01 0.384D+04 0.171D+06

13.00 0.298D-05 -0.149D+01 0.818D+00 0.974D-01 0.382D+04 0.171D+06

13.25 0.471D-05 -0.129D+01 0.793D+00 0.154D+00 0.380D+04 0.171D+06

13.50 0.596D-05 -0.111D+01 0.755D+00 0.195D+00 0.378D+04 0.171D+06

13.75 0.680D-05 -0.934D+00 0.706D+00 0.222D+00 0.377D+04 0.171D+06

14.00 0.731D-05 -0.773D+00 0.651D+00 0.239D+00 0.375D+04 0.171D+06

14.25 0.753D-05 -0.627D+00 0.591D+00 0.246D+00 0.374D+04 0.171D+06

14.50 0.753D-05 -0.496D+00 0.530D+00 0.246D+00 0.373D+04 0.171D+06

14.75 0.734D-05 -0.381D+00 0.468D+00 0.240D+00 0.372D+04 0.171D+06

15.00 0.702D-05 -0.280D+00 0.408D+00 0.229D+00 0.371D+04 0.171D+06

15.25 0.659D-05 -0.193D+00 0.351D+00 0.215D+00 0.370D+04 0.171D+06

15.50 0.610D-05 -0.120D+00 0.297D+00 0.199D+00 0.369D+04 0.171D+06

15.75 0.556D-05 -0.587D-01 0.247D+00 0.181D+00 0.369D+04 0.171D+06

16.00 0.499D-05 -0.910D-02 0.202D+00 0.163D+00 0.368D+04 0.171D+06

16.25 0.443D-05 0.303D-01 0.161D+00 0.145D+00 0.369D+04 0.171D+06

16.50 0.387D-05 0.606D-01 0.125D+00 0.127D+00 0.369D+04 0.171D+06

16.75 0.334D-05 0.831D-01 0.933D-01 0.109D+00 0.369D+04 0.171D+06

17.00 0.284D-05 0.986D-01 0.660D-01 0.928D-01 0.369D+04 0.171D+06

17.25 0.238D-05 0.108D+00 0.428D-01 0.776D-01 0.369D+04 0.171D+06

17.50 0.195D-05 0.113D+00 0.234D-01 0.637D-01 0.369D+04 0.171D+06

17.75 0.156D-05 0.114D+00 0.750D-02 0.511D-01 0.369D+04 0.171D+06

18.00 0.122D-05 0.112D+00 -0.527D-02 0.399D-01 0.369D+04 0.171D+06

18.25 0.918D-06 0.107D+00 -0.152D-01 0.300D-01 0.369D+04 0.171D+06

18.50 0.654D-06 0.997D-01 -0.227D-01 0.214D-01 0.369D+04 0.171D+06

18.75 0.427D-06 0.915D-01 -0.281D-01 0.139D-01 0.369D+04 0.171D+06

19.00 0.233D-06 0.823D-01 -0.316D-01 0.761D-02 0.369D+04 0.171D+06

19.25 0.690D-07 0.727D-01 -0.335D-01 0.225D-02 0.369D+04 0.171D+06

19.50 -0.684D-07 0.628D-01 -0.340D-01 -0.224D-02 0.369D+04 0.171D+06

19.75 -0.183D-06 0.531D-01 -0.335D-01 -0.598D-02 0.369D+04 0.171D+06

20.00 -0.278D-06 0.438D-01 -0.320D-01 -0.909D-02 0.369D+04 0.171D+06

20.25 -0.357D-06 0.350D-01 -0.297D-01 -0.117D-01 0.369D+04 0.171D+06

20.50 -0.424D-06 0.269D-01 -0.268D-01 -0.138D-01 0.369D+04 0.171D+06

20.75 -0.480D-06 0.196D-01 -0.233D-01 -0.157D-01 0.369D+04 0.171D+06

21.00 -0.530D-06 0.134D-01 -0.194D-01 -0.173D-01 0.368D+04 0.171D+06

21.25 -0.574D-06 0.820D-02 -0.151D-01 -0.188D-01 0.368D+04 0.171D+06

21.50 -0.616D-06 0.418D-02 -0.104D-01 -0.201D-01 0.368D+04 0.171D+06

21.75 -0.656D-06 0.142D-02 -0.536D-02 -0.214D-01 0.368D+04 0.171D+06

22.00 -0.696D-06 0.290D-15 0.000D+00 -0.227D-01 0.368D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 3

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.791D-03
HDISPLy, M

0.536D-02
HDISPLz, m
-0.400D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.102D+04
LATy, KN

0.127D+03
LATz, KN
-0.945D+01
MOMx, KN- M
-0.111D+03
momy, KN- m

0.777D+03
MOMz, KN- M
-0.162D+04
STRESS, KN/ m"*2

0.228D+05

THE PILE COORDINATE SYSTEM

Page 10 ends

svb1x5.gpo
VDISPL, M HDISPLy, m HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.791D-03 0.536D-02 -0.400D-03 0.798D-05 -0.674D-05 -0.171D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- m MOmy, KN- M MOMz, KN- m

0.102D+04 0.127D+03 -0.945D+01 0.993D-01 -0.876D+01 -0.217D+03 STRESS, KN/ M**2

0.228D+05

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.537D-02 -0.212D+03 0.127D+03 0.264D+02 0.228D+05 0.171D+06

0.25 0.529D-02 -0.181D+03 0.124D+03 0.276D+02 0.200D+05 0.171D+06

0.50 0.514D-02 -0.152D+03 0.117D+03 0.270D+02 0.174D+05 0.171D+06

0.75 0.494D-02 -0.124D+03 0.110D+03 0.261D+02 0.148D+05 0.171D+06

1.00 0.469D-02 -0.979D+02 0.104D+03 0.250D+02 0.125D+05 0.171D+06

1.25 0.441D-02 -0.732D+02 0.974D+02 0.237D+02 0.103D+05 0.171D+06

1.50 0.410D-02 -0.501D+02 0.915D+02 0.223D+02 0.816D+04 0.171D+06

1.75 0.377D-02 -0.283D+02 0.859D+02 0.207D+02 0.619D+04 0.171D+06

2.00 0.343D-02 -0.773D+01 0.807D+02 0.191D+02 0.433D+04 0.171D+06

2.25 0.309D-02 0.116D+02 0.759D+02 0.583D+02 0.468D+04 0.171D+06

2.50 0.275D-02 0.273D+02 0.614D+02 0.528D+02 0.610D+04 0.171D+06

2.75 0.242D-02 0.397D+02 0.482D+02 0.472D+02 0.722D+04 0.171D+06

3.00 0.211D-02 0.491D+02 0.364D+02 0.417D+02 0.807D+04 0.171D+06

3.25 0.181D-02 0.558D+02 0.259D+02 0.364D+02 0.868D+04 0.171D+06

3.50 0.154D-02 0.603D+02 0.168D+02 0.313D+02 0.909D+04 0.171D+06

3.75 0.129D-02 0.629D+02 0.903D+01 0.264D+02 0.932D+04 0.171D+06

4.00 0.106D-02 0.637D+02 0.243D+01 0.219D+02 0.939D+04 0.171D+06

4.25 0.848D-03 0.631D+02 -0.305D+01 0.178D+02 0.934D+04 0.171D+06

4.50 0.665D-03 0.614D+02 -0.750D+01 0.141D+02 0.919D+04 0.171D+06

4.75 0.503D-03 0.589D+02 -0.110D+02 0.107D+02 0.895D+04 0.171D+06

5.00 0.363D-03 0.556D+02 -0.137D+02 0.779D+01 0.866D+04 0.171D+06

5.25 0.244D-03 0.518D+02 -0.156D+02 0.525D+01 0.832D+04 0.171D+06

5.50 0.143D-03 0.477D+02 -0.170D+02 0.309D+01 0.794D+04 0.171D+06

5.75 0.596D-04 0.433D+02 -0.177D+02 0.129D+01 0.755D+04 0.171D+06

6.00 -0.796D-05 0.389D+02 -0.180D+02 -0.173D+00 0.715D+04 0.171D+06

6.25 -0.613D-04 0.344D+02 -0.180D+02 -0.133D+01 0.675D+04 0.171D+06

6.50 -0.102D-03 0.300D+02 -0.177D+02 -0.222D+01 0.635D+04 0.171D+06

6.75 -0.132D-03 0.258D+02 -0.171D+02 -0.429D+01 0.597D+04 0.171D+06

7.00 -0.153D-03 0.218D+02 -0.160D+02 -0.495D+01 0.561D+04 0.171D+06

7.25 -0.165D-03 0.181D+02 -0.148D+02 -0.535D+01 0.527D+04 0.171D+06

7.50 -0.171D-03 0.147D+02 -0.135D+02 -0.554D+01 0.497D+04 0.171D+06

7.75 -0.172D-03 0.117D+02 -0.121D+02 -0.556D+01 0.469D+04 0.171D+06

8.00 -0.168D-03 0.904D+01 -0.107D+02 -0.544D+01 0.445D+04 0.171D+06

8.25 -0.161D-03 0.670D+01 -0.933D+01 -0.522D+01 0.424D+04 0.171D+06

8.50 -0.151D-03 0.468D+01 -0.803D+01 -0.491D+01 0.406D+04 0.171D+06

8.75 -0.140D-03 0.297D+01 -0.680D+01 -0.455D+01 0.390D+04 0.171D+06

9.00 -0.128D-03 0.154D+01 -0.566D+01 -0.416D+01 0.377D+04 0.171D+06

9.25 -0.115D-03 0.366D+00 -0.462D+01 -0.374D+01 0.367D+04 0.171D+06

9.50 -0.102D-03 -0.570D+00 -0.369D+01 -0.333D+01 0.369D+04 0.171D+06

Page 11 ends

syblx5.gpo

9.75 -0.895D-04 -0.130D+01 -0.285D+01 -0.291D+01 0.375D+04 0.171D+06

10.00 -0.773D-04 -0.184D+01 -0.213D+01 -0.252D+01 0.380D+04 0.171D+06

10.25 -0.657D-04 -0.223D+01 -0.150D+01 -0.214D+01 0.384D+04 0.171D+06

10.50 -0.549D-04 -0.248D+01 -0.962D+00 -0.179D+01 0.386D+04 0.171D+06

10.75 -0.450D-04 -0.262D+01 -0.515D+00 -0.147D+01 0.387D+04 0.171D+06

11.00 -0.361D-04 -0.267D+01 0.147D+00 -0.118D+01 0.388D+04 0.171D+06

11.25 -0.282D-04 -0.264D+01 0.147D+00 -0.920D+00 0.388D+04 0.171D+06

11.50 -0.212D-04 -0.256D+01 0.377D+00 -0.693D+00 0.387D+04 0.171D+06

11.75 -0.152D-04 -0.243D+01 0.551D+00 -0.496D+00 0.386D+04 0.171D+06

12.00 -0.101D-04 -0.227D+01 0.675D+00 -0.328D+00 0.384D+04 0.171D+06

12.25 -0.573D-05 -0.208D+01 0.757D+00 -0.187D+00 0.382D+04 0.171D+06

12.50 -0.216D-05 -0.189D+01 0.804D+00 -0.707D-01 0.381D+04 0.171D+06

12.75 0.711D-06 -0.169D+01 0.821D+00 0.232D-01 0.379D+04 0.171D+06

13.00 0.297D-05 -0.149D+01 0.816D+00 0.971D-01 0.377D+04 0.171D+06

13.25 0.469D-05 -0.129D+01 0.791D+00 0.153D+00 0.375D+04 0.171D+06

13.50 0.594D-05 -0.111D+01 0.753D+00 0.194D+00 0.374D+04 0.171D+06

13.75 0.678D-05 -0.932D+00 0.704D+00 0.222D+00 0.372D+04 0.171D+06

14.00 0.729D-05 -0.771D+00 0.649D+00 0.238D+00 0.371D+04 0.171D+06

14.25 0.751D-05 -0.626D+00 0.590D+00 0.245D+00 0.369D+04 0.171D+06

14.50 0.751D-05 -0.495D+00 0.528D+00 0.245D+00 0.368D+04 0.171D+06

14.75 0.732D-05 -0.380D+00 0.467D+00 0.239D+00 0.367D+04 0.171D+06

15.00 0.700D-05 -0.279D+00 0.407D+00 0.229D+00 0.366D+04 0.171D+06

15.25 0.657D-05 -0.192D+00 0.350D+00 0.215D+00 0.365D+04 0.171D+06

15.50 0.608D-05 -0.119D+00 0.296D+00 0.199D+00 0.365D+04 0.171D+06

15.75 0.554D-05 -0.586D-01 0.247D+00 0.181D+00 0.364D+04 0.171D+06

16.00 0.498D-05 -0.911D-02 0.201D+00 0.163D+00 0.364D+04 0.171D+06

16.25 0.442D-05 0.302D-01 0.161D+00 0.144D+00 0.364D+04 0.171D+06

16.50 0.386D-05 0.605D-01 0.125D+00 0.126D+00 0.364D+04 0.171D+06

16.75 0.333D-05 0.828D-01 0.931D-01 0.109D+00 0.364D+04 0.171D+06

17.00 0.283D-05 0.983D-01 0.659D-01 0.926D-01 0.365D+04 0.171D+06

17.25 0.237D-05 0.108D+00 0.427D-01 0.774D-01 0.365D+04 0.171D+06

17.50 0.194D-05 0.113D+00 0.234D-01 0.635D-01 0.365D+04 0.171D+06

17.75 0.156D-05 0.114D+00 0.751D-02 0.510D-01 0.365D+04 0.171D+06

18.00 0.122D-05 0.111D+00 -0.523D-02 0.398D-01 0.365D+04 0.171D+06

18.25 0.916D-06 0.106D+00 -0.152D-01 0.299D-01 0.365D+04 0.171D+06

18.50 0.653D-06 0.995D-01 -0.227D-01 0.213D-01 0.365D+04 0.171D+06

18.75 0.426D-06 0.912D-01 -0.280D-01 0.139D-01 0.364D+04 0.171D+06

19.00 0.233D-06 0.821D-01 -0.315D-01 0.760D-02 0.364D+04 0.171D+06

19.25 0.691D-07 0.725D-01 -0.334D-01 0.226D-02 0.364D+04 0.171D+06

19.50 -0.680D-07 0.627D-01 -0.339D-01 -0.222D-02 0.364D+04 0.171D+06

19.75 -0.182D-06 0.530D-01 -0.334D-01 -0.595D-02 0.364D+04 0.171D+06

20.00 -0.277D-06 0.437D-01 -0.319D-01 -0.906D-02 0.364D+04 0.171D+06

20.25 -0.356D-06 0.349D-01 -0.296D-01 -0.116D-01 0.364D+04 0.171D+06

20.50 -0.422D-06 0.268D-01 -0.267D-01 -0.138D-01 0.364D+04 0.171D+06

20.75 -0.479D-06 0.196D-01 -0.233D-01 -0.156D-01 0.364D+04 0.171D+06

21.00 -0.528D-06 0.133D-01 -0.194D-01 -0.173D-01 0.364D+04 0.171D+06

21.25 -0.573D-06 0.817D-02 -0.150D-01 -0.187D-01 0.364D+04 0.171D+06

21.50 -0.614D-06 0.417D-02 -0.104D-01 -0.201D-01 0.364D+04 0.171D+06

21.75 -0.654D-06 0.142D-02 -0.534D-02 -0.214D-01 0.364D+04 0.171D+06

22.00 -0.694D-06 0.000D+00 0.000D+00 -0.227D-01 0.364D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 4

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

Page 12 ends

VDISPL, M

0.781D-03

AXIAL, KN

0.100D+04
HDISPLy, M

0.534D-02
LATy, KN

0.137D+03
HDISPLz, M
-0.400D-03
LATz, KN
-0.102D+02
syblx5.gpo
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M
-0.328D+03 0.230D+04 -0.159D+04
STRESS, KN/ m**2

0.237D+05

THE PILE COORDINATE SYSTEM
VDISPL, m

0.781D-03

AXIAL, KN

0.100D+04
HDISPLy, M

0.534D-02
LATy, KN

0.137D+03
HDISPLz, M
-0.400D-03
LATz, KN
-0.102D+02
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.993D-01 -0.918D+01 -0.228D+03
STRESS, KN/ M**2

0.237D+05

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.536D-02 -0.223D+03 0.137D+03 0.297D+02 0.237D+05 0.171D+06

0.25 0.528D-02 -0.189D+03 0.133D+03 0.310D+02 0.207D+05 0.171D+06

0.50 0.512D-02 -0.158D+03 0.126D+03 0.303D+02 0.179D+05 0.171D+06

0.75 0.491D-02 -0.128D+03 0.118D+03 0.293D+02 0.152D+05 0.171D+06

1.00 0.466D-02 -0.100D+03 0.111D+03 0.280D+02 0.127D+05 0.171D+06

1.25 0.436D-02 -0.741D+02 0.104D+03 0.265D+02 0.103D+05 0.171D+06

1.50 0.404D-02 -0.495D+02 0.971D+02 0.248D+02 0.806D+04 0.171D+06

1.75 0.370D-02 -0.264D+02 0.909D+02 0.230D+02 0.597D+04 0.171D+06

2.00 0.336D-02 -0.477D+01 0.851D+02 0.211D+02 0.402D+04 0.171D+06

2.25 0.301D-02 0.155D+02 0.799D+02 0.642D+02 0.499D+04 0.171D+06

2.50 0.266D-02 0.318D+02 0.638D+02 0.578D+02 0.647D+04 0.171D+06

2.75 0.233D-02 0.445D+02 0.494D+02 0.514D+02 0.761D+04 0.171D+06

3.00 0.201D-02 0.540D+02 0.365D+02 0.451D+02 0.847D+04 0.171D+06

3.25 0.172D-02 0.606D+02 0.252D+02 0.390D+02 0.906D+04 0.171D+06

3.50 0.144D-02 0.647D+02 0.155D+02 0.331D+02 0.944D+04 0.171D+06

3.75 0.119D-02 0.668D+02 0.722D+01 0.277D+02 0.962D+04 0.171D+06

4.00 0.964D-03 0.671D+02 0.301D+00 0.227D+02 0.965D+04 0.171D+06

4.25 0.762D-03 0.659D+02 -0.536D+01 0.181D+02 0.955D+04 0.171D+06

4.50 0.584D-03 0.637D+02 -0.988D+01 0.140D+02 0.934D+04 0.171D+06

4.75 0.429D-03 0.605D+02 -0.134D+02 0.103D+02 0.905D+04 0.171D+06

5.00 0.296D-03 0.566D+02 -0.160D+02 0.717D+01 0.870D+04 0.171D+06

5.25 0.184D-03 0.523D+02 -0.177D+02 0.448D+01 0.831D+04 0.171D+06

5.50 0.909D-04 0.477D+02 -0.189D+02 0.222D+01 0.790D+04 0.171D+06

5.75 0.152D-04 0.429D+02 -0.194D+02 0.373D+00 0.746D+04 0.171D+06

6.00 -0.448D-04 0.381D+02 -0.195D+02 -0.110D+01 0.703D+04 0.171D+06

6.25 -0.910D-04 0.333D+02 -0.192D+02 -0.222D+01 0.660D+04 0.171D+06

6.50 -0.125D-03 0.287D+02 -0.187D+02 -0.305D+01 0.618D+04 0.171D+06

Page 13 ends

0.578D+04

0.540D+04

0.506D+04

0.476D+04

0.449D+04

0.425D+04

0.405D+04

0.388D+04

0.374D+04

0.362D+04

0.365D+04

0.372D+04

0.377D+04

0.381D+04

0.383D+04

0.384D+04

0.385D+04

0.384D+04

0.383D+04

0.382D+04

0.380D+04

0.378D+04

0.376D+04

0.374D+04

0.372D+04

0.370D+04

0.369D+04

0.367D+04

0.365D+04

0.364D+04

0.363D+04

0.362D+04

0.361D+04

0.360D+04

0.360D+04

0.359D+04

0.359D+04

0.359D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.360D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.359D+04

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

0.171D+06

6.75 -0.149D-03

7.00 -0.163D-03

7.25 -0.171D-03

7.50 -0.172D-03

7.75 -0.169D-03

8.00 -0.162D-03

8.25 -0.152D-03

8.50 -0.141D-03

8.75 -0.128D-03

9.00 -0.115D-03

9.25 -0.102D-03

9.50 -0.886D-04

9.75 -0.761D-04

10.00 -0.642D-04

10.25 -0.532D-04

10.50 -0.432D-04

10.75 -0.343D-04

11.00 -0.263D-04

11.25 -0.194D-04

11.50 -0.135D-04

11.75 -0.846D-05

12.00 -0.429D-05

12.25 -0.909D-06

12.50 0.178D-05

12.75 0.384D-05

13.00 0.537D-05

13.25 0.643D-05

13.50 0.710D-05

13.75 0.745D-05

14.00 0.753D-05

14.25 0.740D-05

14.50 0.711D-05

14.75 0.669D-05

15.00 0.620D-05

15.25 0.565D-05

15.50 0.507D-05

15.75 0.449D-05

16.00 0.392D-05

16.25 0.337D-05

16.50 0.285D-05

16.75 0.237D-05

17.00 0.193D-05

17.25 0.153D-05

17.50 0.118D-05

17.75 0.878D-06

18.00 0.614D-06

18.25 0.390D-06

18.50 0.203D-06

18.75 0.495D-07

19.00 -0.747D-07

19.25 -0.173D-06

19.50 -0.249D-06

19.75 -0.306D-06

20.00 -0.348D-06

20.25 -0.377D-06

20.50 -0.397D-06
. -0.409D-06

21.00 -0.415D-06

21.25 -0.418D-06

21.50 -0.420D-06

21.75 -0.420D-06

22.00 -0.419D-06
syblx5.gpo

0.242D+02 -0.179D+02 -0.543D+01

0.201D+02 -0.166D+02 -0.597D+01

0.163D+02 -0.151D+02 -0.624D+01

0.129D+02 -0.135D+02 -0.629D+01

0.995D+01 -0.119D+02 -0.617D+01

0.735D+01 -0.104D+02 -0.592D+01

0.511D+01 -0.892D+01 -0.557D+01

0.321D+01 -0.752D+01 -0.516D+01

0.164D+01 -0.623D+01 -0.470D+01

0.363D+00 -0.506D+01 -0.422D+01
-0.653D+00 -0.401D+01 -0.373D+01
-0.144D+01 -0.307D+01 -0.325D+01
-0.201D+01 -0.226D+01 -0.279D+01
-0.242D+01 -0.156D+01 -0.236D+01
-0.267D+01 -0.975D+00 -0.195D+01
-0.281D+01 -0.486D+00 -0.159D+01
-0.284D+01 -0.890D-01 -0.126D+01
-0.279D+01 0.226D+00 -0.968D+00
-0.268D+01 0.468D+00 -0.714D+00
-0.253D+01 0.646D+00 -0.496D+00
-0.234D+01 0.770D+00 -0.311D+00
-0.213D+01 0.848D+00 -0.158D+00
-0.192D+01 0.888D+00 -0.335D-01
-0.170D+01 0.896D+00 0.654D-01
-0.148D+01 0.880D+00 0.141D+00
-0.127D+01 0.844D+00 0.198D+00
-0.107D+01 0.795D+00 0.237D+00
-0.892D+00 0.736D+00 0.261D+00
-0.726D+00 0.670D+00 0.274D+00
-0.576D+00 0.602D+00 0.277D+00
-0.444D+00 0.533D+00 0.272D+00
-0.329D+00 0.465D+00 0.261D+00
-0.229D+00 0.399D+00 0.246D+00
-0.145D+00 0.338D+00 0.228D+00
-0.757D-01 0.281D+00 0.208D+00
-0.190D-01 0.229D+00 0.187D+00

0.261D-01 0.182D+00 0.165D+00

0.609D-01 0.141D+00 0.144D+00

0.866D-01 0.104D+00 0.124D+00

0.105D+00 0.735D-01 0.105D+00

0.116D+00 0.473D-01 0.871D-01

0.122D+00 0.255D-01 0.710D-01

0.123D+00 0.778D-02 0.564D-01

0.121D+00 -0.633D-02 0.436D-01

0.116D+00 -0.172D-01 0.323D-01

0.109D+00 -0.253D-01 0.226D-01

0.100D+00 -0.309D-01 0.144D-01

0.910D-01 -0.345D-01 0.749D-02

0.811D-01 -0.364D-01 0.182D-02

0.711D-01 -0.369D-01 -0.275D-02

0.611D-01 -0.362D-01 -0.637D-02

0.516D-01 -0.346D-01 -0.917D-02

0.426D-01 -0.323D-01 -0.113D-01

0.343D-01 -0.295D-01 -0.128D-01

0.268D-01 -0.263D-01 -0.139D-01

0.202D-01 -0.228D-01 -0.146D-01

0.144D-01 -0.192D-01 -0.150D-01

0.964D-02 -0.154D-01 -0.153D-01

0.579D-02 -0.116D-01 -0.154D-01

0.289D-02 -0.772D-02 -0.154D-01

0.965D-03 -0.386D-02 -0.154D-01

0.000D+00 0.000D+00 -0.154D-01

Page 14 ends

svb1x5.gpo
NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 5

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.551D-03
HDISPLy, M

0.538D-02

HDISPLZ, M
-0.412D-03
ROT. V,RAD ROT.Hy,RAD

0.798D-05 -0.674D-05
ROT.HZ,RAD
-0.171D-03

AXIAL, KN

0.707D+03
LATy, KN

0.113D+03

LATZ, KN
-0.862D+01
MOMX, KN- M MoMy, KN- M

0.257D+03 -0.161D+04

MOMZ, KN- M
-0.623D+02
STRESS, KN/ m**2

0.202D+05

THE PILE COORDINATE SYSTEM

VDISPL, M

0.551D-03
HDISPLy, M

0.538D-02

HDISPLZ, M
-0.412D-03
ROT. V,RAD ROT.Hy,RAD

0.798D-05 -0.674D-05
ROT.HZ,RAD
-0.171D-03

AXIAL, KN

0.707D+03
LATy, KN

0.113D+03

LATZ, KN
-0.862D+01
MOMX, KN- M MOMy, KN- M

0.993D-01 -0.802D+01

MOMZ, KN- M
-0.200D+03
STRESS, KN/ M**2

0.202D+05

LATERALLY LOADED PILE

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.540D-02 -0.196D+03 0.113D+03 0.218D+02 0.202D+05 0.171D+06

0.25 0.532D-02 -0.168D+03 0.110D+03 0.229D+02 0.177D+05 0.171D+06

0.50 0.518D-02 -0.142D+03 0.105D+03 0.224D+02 0.154D+05 0.171D+06

0.75 0.499D-02 -0.117D+03 0.989D+02 0.217D+02 0.131D+05 0.171D+06

1.00 0.475D-02 -0.938D+02 0.935D+02 0.208D+02 0.110D+05 0.171D+06

1.25 0.448D-02 -0.716D+02 0.883D+02 0.199D+02 0.899D+04 0.171D+06

1.50 0.419D-02 -0.505D+02 0.833D+02 0.187D+02 0.709D+04 0.171D+06

1.75 0.387D-02 -0.307D+02 0.786D+02 0.175D+02 0.530D+04 0.171D+06

2.00 0.355D-02 -0.119D+02 0.743D+02 0.162D+02 0.360D+04 0.171D+06

2.25 0.322D-02 0.590D+01 0.702D+02 0.499D+02 0.306D+04 0.171D+06

2.50 0.289D-02 0.206D+02 0.577D+02 0.455D+02 0.438D+04 0.171D+06

2.75 0.257D-02 0.324D+02 0.463D+02 0.411D+02 0.545D+04 0.171D+06

3.00 0.227D-02 0.416D+02 0.361D+02 0.367D+02 0.629D+04 0.171D+06

3.25 0.197D-02 0.485D+02 0.269D+02 0.324D+02 0.691D+04 0.171D+06

3.50 0.170D-02 0.534D+02 0.188D+02 0.283D+02 0.735D+04 0.171D+06

Page 15 ends

syblx5.gpo

3.75 0.145D-02 0.565D+02 0.117D+02 0.243D+02 0.763D+04 0.171D+06

4.00 0.121D-02 0.581D+02 0.561D+01 0.206D+02 0.778D+04 0.171D+06

4.25 0.998D-03 0.583D+02 0.457D+00 0.171D+02 0.780D+04 0.171D+06

4.50 0.806D-03 0.575D+02 -0.383D+01 0.140D+02 0.772D+04 0.171D+06

4.75 0.634D-03 0.558D+02 -0.732D+01 0.111D+02 0.757D+04 0.171D+06

5.00 0.484D-03 0.534D+02 -0.101D+02 0.851D+01 0.735D+04 0.171D+06

5.25 0.353D-03 0.504D+02 -0.122D+02 0.624D+01 0.708D+04 0.171D+06

5.50 0.240D-03 0.471D+02 -0.138D+02 0.427D+01 0.678D+04 0.171D+06

5.75 0.144D-03 0.434D+02 -0.148D+02 0.258D+01 0.645D+04 0.171D+06

6.00 0.644D-04 0.396D+02 -0.155D+02 0.115D+01 0.610D+04 0.171D+06

6.25 -0.927D-06 0.357D+02 -0.158D+02 -0.167D-01 0.575D+04 0.171D+06

6.50 -0.533D-04 0.318D+02 -0.158D+02 -0.955D+00 0.540D+04 0.171D+06

6.75 -0.940D-04 0.279D+02 -0.155D+02 -0.252D+01 0.505D+04 0.171D+06

7.00 -0.125D-03 0.242D+02 -0.149D+02 -0.334D+01 0.472D+04 0.171D+06

7.25 -0.146D-03 0.207D+02 -0.141D+02 -0.392D+01 0.440D+04 0.171D+06

7.50 -0.160D-03 0.175D+02 -0.131D+02 -0.429D+01 0.410D+04 0.171D+06

7.75 -0.168D-03 0.145D+02 -0.120D+02 -0.450D+01 0.383D+04 0.171D+06

8.00 -0.171D-03 0.117D+02 -0.109D+02 -0.457D+01 0.359D+04 0.171D+06

8.25 -0.169D-03 0.929D+01 -0.975D+01 -0.452D+01 0.337D+04 0.171D+06

8.50 -0.164D-03 0.713D+01 -0.862D+01 -0.438D+01 0.317D+04 0.171D+06

8.75 -0.156D-03 0.524D+01 -0.752D+01 -0.418D+01 0.300D+04 0.171D+06

9.00 -0.146D-03 0.361D+01 -0.648D+01 -0.392D+01 0.285D+04 0.171D+06

9.25 -0.135D-03 0.223D+01 -0.550D+01 -0.363D+01 0.273D+04 0.171D+06

9.50 -0.124D-03 0.107D+01 -0.459D+01 -0.331D+01 0.262D+04 0.171D+06

9.75 -0.111D-03 0.115D+00 -0.376D+01 -0.299D+01 0.254D+04 0.171D+06

10.00 -0.992D-04 -0.650D+00 -0.302D+01 -0.266D+01 0.259D+04 0.171D+06

10.25 -0.872D-04 -0.125D+01 -0.235D+01 -0.234D+01 0.264D+04 0.171D+06

10.50 -0.757D-04 -0.170D+01 -0.177D+01 -0.203D+01 0.268D+04 0.171D+06

10.75 -0.648D-04 -0.202D+01 -0.126D+01 -0.174D+01 0.271D+04 0.171D+06

11.00 -0.546D-04 -0.224D+01 -0.821D+00 -0.147D+01 0.273D+04 0.171D+06

11.25 -0.452D-04 -0.236D+01 -0.454D+00 -0.122D+01 0.274D+04 0.171D+06

11.50 -0.368D-04 -0.241D+01 -0.150D+00 -0.989D+00 0.274D+04 0.171D+06

11.75 -0.291D-04 -0.239D+01 0.975D-01 -0.785D+00 0.274D+04 0.171D+06

12.00 -0.224D-04 -0.232D+01 0.294D+00 -0.603D+00 0.274D+04 0.171D+06

12.25 -0.165D-04 -0.222D+01 0.444D+00 -0.444D+00 0.273D+04 0.171D+06

12.50 -0.114D-04 -0.209D+01 0.556D+00 -0.307D+00 0.271D+04 0.171D+06

12.75 -0.708D-05 -0.193D+01 0.632D+00 -0.191D+00 0.270D+04 0.171D+06

13.00 -0.345D-05 -0.177D+01 0.680D+00 -0.931D-01 0.269D+04 0.171D+06

13.25 -0.477D-06 -0.160D+01 0.703D+00 -0.129D-01 0.267D+04 0.171D+06

13.50 0.192D-05 -0.142D+01 0.707D+00 0.518D-01 0.266D+04 0.171D+06

13.75 0.380D-05 -0.125D+01 0.694D+00 0.102D+00 0.264D+04 0.171D+06

14.00 0.522D-05 -0.109D+01 0.668D+00 0.141D+00 0.262D+04 0.171D+06

14.25 0.624D-05 -0.933D+00 0.633D+00 0.168D+00 0.261D+04 0.171D+06

14.50 0.692D-05 -0.788D+00 0.591D+00 0.187D+00 0.260D+04 0.171D+06

14.75 0.732D-05 -0.655D+00 0.544D+00 0.197D+00 0.259D+04 0.171D+06

15.00 0.748D-05 -0.533D+00 0.495D+00 0.201D+00 0.257D+04 0.171D+06

15.25 0.744D-05 -0.424D+00 0.444D+00 0.200D+00 0.256D+04 0.171D+06

15.50 0.724D-05 -0.328D+00 0.394D+00 0.195D+00 0.256D+04 0.171D+06

15.75 0.693D-05 -0.243D+00 0.346D+00 0.187D+00 0.255D+04 0.171D+06

16.00 0.653D-05 -0.170D+00 0.299D+00 0.176D+00 0.254D+04 0.171D+06

16.25 0.607D-05 -0.109D+00 0.255D+00 0.164D+00 0.254D+04 0.171D+06

16.50 0.556D-05 -0.569D-01 0.214D+00 0.150D+00 0.253D+04 0.171D+06

16.75 0.504D-05 -0.145D-01 0.176D+00 0.136D+00 0.253D+04 0.171D+06

17.00 0.451D-05 0.193D-01 0.142D+00 0.1220+00 0.253D+04 0.171D+06

17.25 0.399D-05 0.455D-01 0.112D+00 0.108D+00 0.253D+04 0.171D+06

17.50 0.348D-05 0.651D-01 0.852D-01 0.939D-01 0.2530+04 0.171D+06

17.75 0.300D-05 0.787D-01 0.617D-01 0.809D-01 0.253D+04 0.171D+06

18.00 0.255D-05 0.872D-01 0.415D-01 0.687D-01 0.253D+04 0.171D+06 18,25 0.213D-05 0.915D-01 0.243D-01 0.574D-01 0.253D+04 0.171D+06

18.50 0.174D-05 0.921D-01 0.997D-02 0.469D-01 0.253D+04 0.171D+06

18.75 0.1390-05 0.897D-01 -0.175D-02 0.374D-01 0.253D+04 0.171D+06

19.00 0.106D-05 0.851D-01 -0.111D-01 0.287D-01 0.253D+04 0.171D+06

19.25 0.773D-06 0.785D-01 -0.183D-01 0.209D-01 0.253D+04 0.171D+06

Page 16 ends

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19.50 0.512D-06 0.707D-01 -0.235D-01 0.138D-01 0.253D+04 0.171D+06

19.75 0.276D-06 0.620D-01 -0.269D-01 0.743D-02 0.253D+04 0.171D+06

20.00 0.621D-07 0.528D-01 -0.288D-01 0.167D-02 0.253D+04 0.171D+06

20.25 -0.132D-06 0.435D-01 -0.292D-01 -0.356D-02 0.253D+04 0.171D+06

20.50 -0.310D-06 0.344D-01 -0.283D-01 -0.837D-02 0.253D+04 0.171D+06

20.75 -0.476D-06 0.258D-01 -0.262D-01 -0.128D-01 0.253D+04 0.171D+06

21.00 -0.632D-06 0.180D-01 -0.230D-01 -0.171D-01 0.253D+04 0.171D+06

21.25 -0.782D-06 0.113D-01 -0.187D-01 -0.211D-01 0.253D+04 0.171D+06

21.50 -0.928D-06 0.590D-02 -0.135D-01 -0.250D-01 0.253D+04 0.171D+06

21.75 -0.107D-05 0.205D-02 -0.722D-02 -0.289D-01 0.253D+04 0.171D+06

22.00 -0.121D-05 -0.581D-15 0.000D+00 -0.327D-01 0.253D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 6

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.541D-03

AXIAL, KN

0.694D+03
HDISPLy, M

0.537D-02
LATy, KN

0.997D+02
HDISPLz, M
-0.412D-03
LATz, KN
-0.765D+01
ROT. V,RAD ROT.Hy,RAD ROT.HZ,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M MOMy, KN- M MOMz, KN- m

0.759D+02 -0.526D+03 -0.623D+02
STRESS, KN/ M**2

0.188D+05

THE PILE COORDINATE SYSTEM
VDISPL, M HDISPLy, M

0.541D-03 0.537D-02
HDISPLz, M
-0.412D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.HZ,RAD
-0.171D-03
AXIAL, KN LATy, KN

0.694D+03 0.997D+02
STRESS, KN/ M**2

0.188D+05
LATz, KN
-0.765D+01
MOMx, KN- M

0.993D-01
MOMy, KN- M
-0.740D+01
MOMz, KN- M
-0.184D+03

LATERALLY LOADED PILE

X DEFLECTION MOMENT SHEAR SOIL TOTAL FLEXURAL

REACTION STRESS RIGIDITY
M M KN- M KN KN/ M KN/ M**2 KN- M**2
***** ********** ********** ********** ********** ********** **********

0.00 0.538D-02 -0.180D+03 0.100D+03 0.181D+02 0.188D+05 0.171D+06

0.25 0.531D-02 -0.156D+03 0.978D+02 0.190D+02 0.166D+05 0.171D+06

0.50 0.518D-02 -0.133D+03 0.930D+02 0.186D+02 0.145D+05 0.171D+06

Page 17 ends

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0.75 0.500D-02 -0.110D+03 0.884D+02 0.181D+02 0.125D+05 0.171D+06

1.00 0.477D-02 -0.893D+02 0.838D+02 0.174D+02 0.105D+05 0.171D+06

1.25 0.452D-02 -0.693D+02 0.795D+02 0.166D+02 0.874D+04 0.171D+06

1.50 0.424D-02 -0.502D+02 0.753D+02 0.158D+02 0.702D+04 0.171D+06

1.75 0.394D-02 -0.322D+02 0.714D+02 0.148D+02 0.539D+04 0.171D+06

2.00 0.363D-02 -0.151D+02 0.677D+02 0.138D+02 0.384D+04 0.171D+06

2.25 0.332D-02 0.120D+01 0.642D+02 0.426D+02 0.259D+04 0.171D+06

2.50 0.301D-02 0.148D+02 0.536D+02 0.392D+02 0.382D+04 0.171D+06

2.75 0.270D-02 0.260D+02 0.438D+02 0.357D+02 0.483D+04 0.171D+06

3.00 0.240D-02 0.349D+02 0.348D+02 0.322D+02 0.563D+04 0.171D+06

3.25 0.211D-02 0.418D+02 0.268D+02 0.287D+02 0.625D+04 0.171D+06

3.50 0.184D-02 0.469D+02 0.196D+02 0.253D+02 0.671D+04 0.171D+06

3.75 0.159D-02 0.504D+02 0.133D+02 0.221D+02 0.703D+04 0.171D+06

4.00 0.135D-02 0.525D+02 0.777D+01 0.190D+02 0.722D+04 0.171D+06

4.25 0.113D-02 0.534D+02 0.302D+01 0.161D+02 0.730D+04 0.171D+06

4.50 0.936D-03 0.533D+02 -0.101D+01 0.134D+02 0.729D+04 0.171D+06

4.75 0.758D-03 0.523D+02 -0.437D+01 0.110D+02 0.720D+04 0.171D+06

5.00 0.600D-03 0.506D+02 -0.712D+01 0.874D+01 0.705D+04 0.171D+06

5.25 0.460D-03 0.484D+02 -0.930D+01 0.674D+01 0.685D+04 0.171D+06

5.50 0.337D-03 0.457D+02 -0.110D+02 0.497D+01 0.661D+04 0.171D+06

5.75 0.231D-03 0.427D+02 -0.122D+02 0.342D+01 0.634D+04 0.171D+06

6.00 0.141D-03 0.395D+02 -0.131D+02 0.209D+01 0.605D+04 0.171D+06

6.25 0.647D-04 0.362D+02 -0.136D+02 0.965D+00 0.575D+04 0.171D+06

6.50 0.194D-05 0.327D+02 -0.138D+02 0.290D-01 0.544D+04 0.171D+06

6.75 -0.489D-04 0.293D+02 -0.139D+02 -0.109D+01 0.513D+04 0.171D+06

7.00 -0.890D-04 0.259D+02 -0.136D+02 -0.199D+01 0.482D+04 0.171D+06

7.25 -0.120D-03 0.227D+02 -0.131D+02 -0.267D+01 0.453D+04 0.171D+06

7.50 -0.142D-03 0.196D+02 -0.124D+02 -0.317D+01 0.425D+04 0.171D+06

7.75 -0.157D-03 0.167D+02 -0.116D+02 -0.350D+01 0.399D+04 0.171D+06

8.00 -0.166D-03 0.140D+02 -0.107D+02 -0.371D+01 0.375D+04 0.171D+06

8.25 -0.170D-03 0.116D+02 -0.982D+01 -0.379D+01 0.352D+04 0.171D+06

8.50 -0.170D-03 0.935D+01 -0.887D+01 -0.379D+01 0.332D+04 0.171D+06

8.75 -0.166D-03 0.736D+01 -0.793D+01 -0.371D+01 0.314D+04 0.171D+06

9.00 -0.160D-03 0.560D+01 -0.700D+01 -0.357D+01 0.299D+04 0.171D+06

9.25 -0.152D-03 0.407D+01 -0.611D+01 -0.338D+01 0.285D+04 0.171D+06

9.50 -0.142D-03 0.274D+01 -0.526D+01 -0.317D+01 0.273D+04 0.171D+06

9.75 -0.131D-03 0.162D+01 -0.447D+01 -0.293D+01 0.263D+04 0.171D+06

10.00 -0.120D-03 0.671D+00 -0.374D+01 -0.267D+01 0.254D+04 0.171D+06

10.25 -0.108D-03 -0.107D+00 -0.307D+01 -0.241D+01 0.249D+04 0.171D+06

10.50 -0.963D-04 -0.735D+00 -0.247D+01 -0.215D+01 0.255D+04 0.171D+06

10.75 -0.849D-04 -0.123D+01 -0.193D+01 -0.190D+01 0.259D+04 0.171D+06

11.00 -0.740D-04 -0.160D+01 -0.145D+01 -0.166D+01 0.262D+04 0.171D+06

11.25 -0.637D-04 -0.187D+01 -0.104D+01 -0.143D+01 0.265D+04 0.171D+06

11.50 -0.540D-04 -0.205D+01 -0.684D+00 -0.121D+01 0.266D+04 0.171D+06

11.75 -0.451D-04 -0.215D+01 -0.381D+00 -0.101D+01 0.267D+04 0.171D+06

12.00 -0.370D-04 -0.219D+01 -0.128D+00 -0.829D+00 0.268D+04 0.171D+06

12.25 -0.297D-04 -0.218D+01 0.789D-01 -0.665D+00 0.268D+04 0.171D+06

12.50 -0.231D-04 -0.213D+01 0.245D+00 -0.519D+00 0.267D+04 0.171D+06

12.75 -0.174D-04 -0.204D+01 0.375D+00 -0.390D+00 0.266D+04 0.171D+06

13.00 -0.124D-04 -0.193D+01 0.472D+00 -0.278D+00 0.265D+04 0.171D+06

13.25 -0.807D-05 -0.180D+01 0.542D+00 -0.181D+00 0.264D+04 0.171D+06

13.50 -0.443D-05 -0.166D+01 0.587D+00 -0.995D-01 0.263D+04 0.171D+06

13.75 -0.139D-05 -0.151D+01 0.612D+00 -0.312D-01 0.262D+04 0.171D+06

14.00 0.110D-05 -0.136D+01 0.620D+00 0.247D-01 0.260D+04 0.171D+06

14.25 0.309D-05 -0.121D+01 0.614D+00 0.695D-01 0.259D+04 0.171D+06

14.50 0.465D-05 -0.106D+01 0.596D+00 0.104D+00 0.258D+04 0.171D+06

14.75 0.581D-05 -0.924D+00 0.570D+00 0.130D+00 0.256D+04 0.171D+06

15.00 0.664D-05 -0.793D+00 0.538D+00 0.149D+00 0.255D+04 0.171D+06

15.25 0.718D-05 -0.671D+00 0.500D+00 0.161D+00 0.254D+04 0.171D+06

15.50 0.747D-05 -0.559D+00 0.460D+00 0.168D+00 0.253D+04 0.171D+06

15.75 0.756D-05 -0.457D+00 0.418D+00 0.170D+00 0.252D+04 0.171D+06

16.00 0.749D-05 -0.365D+00 0.376D+00 0.168D+00 0.251D+04 0.171D+06

16.25 0.728D-05 -0.284D+00 0.334D+00 0.163D+00 0.250D+04 0.171D+06

Page 18 ends

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16.50 0.696D-05 -0.213D+00 0.293D+00 0.156D+00 0.250D+04 0.171D+06

16.75 0.657D-05 -0.152D+00 0.254D+00 0.148D+00 0.249D+04 0.171D+06

17.00 0.612D-05 -0.100D+00 0.217D+00 0.137D+00 0.249D+04 0.171D+06

17.25 0.564D-05 -0.569D-01 0.182D+00 0.127D+00 0.248D+04 0.171D+06

17.50 0.514D-05 -0.214D-01 0.151D+00 0.115D+00 0.248D+04 0.171D+06

17.75 0.462D-05 0.693D-02 0.122D+00 0.104D+00 0.248D+04 0.171D+06

18.00 0.411D-05 0.288D-01 0.960D-01 0.924D-01 0.248D+04 0.171D+06

18.25 0.362D-05 0.448D-01 0.729D-01 0.812D-01 0.248D+04 0.171D+06

18.50 0.313D-05 0.558D-01 0.526D-01 0.703D-01 0.248D+04 0.171D+06

18.75 0.267D-05 0.623D-01 0.350D-01 0.599D-01 0.248D+04 0.171D+06

19.00 0.223D-05 0.651D-01 0.200D-01 0.501D-01 0.248D+04 0.171D+06

19.25 0.181D-05 0.648D-01 0.750D-02 0.407D-01 0.248D+04 0.171D+06

19.50 0.142D-05 0.618D-01 -0.268D-02 0.319D-01 0.248D+04 0.171D+06

19.75 0.105D-05 0.569D-01 -0.107D-01 0.236D-01 0.248D+04 0.171D+06

20.00 0.703D-06 0.505D-01 -0.166D-01 0.158D-01 0.248D+04 0.171D+06

20.25 0.373D-06 0.431D-01 -0.205D-01 0.837D-02 0.248D+04 0.171D+06

20.50 0.577D-07 0.351D-01 -0.226D-01 0.130D-02 0.248D+04 0.171D+06

20.75 -0.244D-06 0.271D-01 -0.229D-01 -0.549D-02 0.248D+04 0.171D+06

21.00 -0.537D-06 0.194D-01 -0.216D-01 -0.121D-01 0.248D+04 0.171D+06

21.25 -0.822D-06 0.124D-01 -0.186D-01 -0.185D-01 0.248D+04 0.171D+06

21.50 -0.110D-05 0.659D-02 -0.139D-01 -0.248D-01 0.248D+04 0.171D+06

21.75 -0.138D-05 0.233D-02 -0.775D-02 -0.310D-01 0.248D+04 0.171D+06

22.00 -0.166D-05 -0.116D-14 0.000D+00 -0.372D-01 0.248D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 7

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.531D-03
HDISPLy, M

0.536D-02
HDISPLz, M
-0.412D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.681D+03
LATy, KN

0.995D+02
LATz, KN
-0.765D+01
MOMx, KN- M
-0.755D+02
MOMy, KN- M

0.519D+03
MOMz, KN- M
-0.620D+02
STRESS, KN/ M**2

0.187D+05

THE PILE COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.531D-03 0.536D-02 -0.412D-03 0.798D-05 -0.674D-05 -0.171D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- M MOMy, KN- M MOMz, KN- M

0.681D+03 0.995D+02 -0.765D+01 0.993D-01 -0.737D+01 -0.183D+03 STRESS, KN/ M**2

0.187D+05

LATERALLY LOADED PILE

Page 19 ends

svb1x5.gpo
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- m
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ m
**********
TOTAL
STRESS
KN/ m**2
**********

FLEXURAL

RIGIDITY
KN- m**2
**********

0.00 0.537D-02 -0.180D+03 0.998D+02 0.181D+02 0.187D+05 0.171D+06

0.25 0.530D-02 -0.156D+03 0.976D+02 0.190D+02 0.165D+05 0.171D+06

0.50 0.516D-02 -0.132D+03 0.928D+02 0.186D+02 0.144D+05 0.171D+06

0.75 0.498D-02 -0.110D+03 0.882D+02 0.181D+02 0.124D+05 0.171D+06

1.00 0.476D-02 -0.891D+02 0.837D+02 0.174D+02 0.105D+05 0.171D+06

1.25 0.451D-02 -0.691D+02 0.793D+02 0.166D+02 0.867D+04 0.171D+06

1.50 0.423D-02 -0.501D+02 0.752D+02 0.157D+02 0.696D+04 0.171D+06

1.75 0.393D-02 -0.321D+02 0.712D+02 0.148D+02 0.533D+04 0.171D+06

2.00 0.363D-02 -0.150D+02 0.675D+02 0.138D+02 0.379D+04 0.171D+06

2.25 0.331D-02 0.122D+01 0.641D+02 0.425D+02 0.254D+04 0.171D+06

2.50 0.300D-02 0.148D+02 0.534D+02 0.391D+02 0.377D+04 0.171D+06

2.75 0.269D-02 0.259D+02 0.437D+02 0.356D+02 0.477D+04 0.171D+06

3.00 0.239D-02 0.348D+02 0.348D+02 0.321D+02 0.558D+04 0.171D+06

3.25 0.211D-02 0.417D+02 0.267D+02 0.286D+02 0.620D+04 0.171D+06

3.50 0.184D-02 0.468D+02 0.196D+02 0.253D+02 0.666D+04 0.171D+06

3.75 0.158D-02 0.503D+02 0.133D+02 0.220D+02 0.697D+04 0.171D+06

4.00 0.135D-02 0.524D+02 0.776D+01 0.190D+02 0.716D+04 0.171D+06

4.25 0.113D-02 0.533D+02 0.301D+01 0.161D+02 0.724D+04 0.171D+06

4.50 0.934D-03 0.531D+02 -0.101D+01 0.134D+02 0.723D+04 0.171D+06

4.75 0.757D-03 0.522D+02 -0.436D+01 0.109D+02 0.715D+04 0.171D+06

5.00 0.598D-03 0.505D+02 -0.710D+01 0.872D+01 0.699D+04 0.171D+06

5.25 0.458D-03 0.483D+02 -0.928D+01 0.672D+01 0.679D+04 0.171D+06

5.50 0.336D-03 0.456D+02 -0.110D+02 0.496D+01 0.655D+04 0.171D+06

5.75 0.230D-03 0.426D+02 -0.122D+02 0.341D+01 0.628D+04 0.171D+06

6.00 0.140D-03 0.394D+02 -0.131D+02 0.209D+01 0.599D+04 0.171D+06

6.25 0.645D-04 0.361D+02 -0.136D+02 0.963D+00 0.569D+04 0.171D+06

6.50 0.194D-05 0.327D+02 -0.138D+02 0.290D-01 0.538D+04 0.171D+06

6.75 -0.487D-04 0.292D+02 -0.138D+02 -0.109D+01 0.507D+04 0.171D+06

7.00 -0.887D-04 0.259D+02 -0.135D+02 -0.198D+01 0.477D+04 0.171D+06

7.25 -0.119D-03 0.226D+02 -0.131D+02 -0.266D+01 0.448D+04 0.171D+06

7.50 -0.142D-03 0.196D+02 -0.124D+02 -0.316D+01 0.420D+04 0.171D+06

7.75 -0.157D-03 0.167D+02 -0.116D+02 -0.350D+01 0.394D+04 0.171D+06

8.00 -0.166D-03 0.140D+02 -0.107D+02 -0.370D+01 0.370D+04 0.171D+06

8.25 -0.170D-03 0.115D+02 -0.980D+01 -0.378D+01 0.347D+04 0.171D+06

8.50 -0.170D-03 0.932D+01 -0.885D+01 -0.378D+01 0.327D+04 0.171D+06

8.75 -0.166D-03 0.734D+01 -0.791D+01 -0.370D+01 0.309D+04 0.171D+06

9.00 -0.160D-03 0.559D+01 -0.698D+01 -0.356D+01 0.294D+04 0.171D+06

9.25 -0.151D-03 0.406D+01 -0.609D+01 -0.338D+01 0.280D+04 0.171D+06

9.50 -0.142D-03 0.274D+01 -0.525D+01 -0.316D+01 0.268D+04 0.171D+06

9.75 -0.131D-03 0.161D+01 -0.446D+01 -0.292D+01 0.258D+04 0.171D+06

10.00 -0.119D-03 0.669D+00 -0.373D+01 -0.266D+01 0.249D+04 0.171D+06

10.25 -0.108D-03 -0.107D+00 -0.306D+01 -0.241D+01 0.244D+04 0.171D+06

10.50 -0.961D-04 -0.733D+00 -0.246D+01 -0.215D+01 0.250D+04 0.171D+06

10.75 -0.847D-04 -0.122D+01 -0.192D+01 -0.189D+01 0.254D+04 0.171D+06

11.00 -0.738D-04 -0.160D+01 -0.145D+01 -0.165D+01 0.258D+04 0.171D+06

11.25 -0.635D-04 -0.187D+01 -0.104D+01 -0.142D+01 0.260D+04 0.171D+06

11.50 -0.539D-04 -0.205D+01 -0.682D+00 -0.121D+01 0.262D+04 0.171D+06

11.75 -0.450D-04 -0.215D+01 -0.380D+00 -0.101D+01 0.263D+04 0.171D+06

12.00 -0.369D-04 -0.219D+01 -0.128D+00 -0.827D+00 0.263D+04 0.171D+06

12.25 -0.296D-04 -0.218D+01 0.783D-01 -0.663D+00 0.263D+04 0.171D+06

12.50 -0.231D-04 -0.212D+01 0.244D+00 -0.518D+00 0.262D+04 0.171D+06

12.75 -0.173D-04 -0.204D+01 0.374D+00 -0.389D+00 0.262D+04 0.171D+06

13.00 -0.123D-04 -0.192D+01 0.471D+00 -0.277D+00 0.261D+04 0.171D+06

13.25 -0.806D-05 -0.179D+01 0.540D+00 -0.181D+00 0.259D+04 0.171D+06

Page 20 ends

svIalx5.gpo

13.50 -0.442D-05 -0.165D+01 0.585D+00 -0.993D-01 0.258D+04 0.171D+06

13.75 -0.139D-05 -0.151D+01 0.610D+00 -0.312D-01 0.257D+04 0.171D+06

14.00 0.109D-05 -0.135D+01 0.618D+00 0.246D-01 0.255D+04 0.171D+06

14.25 0.308D-05 -0.121D+01 0.612D+00 0.692D-01 0.254D+04 0.171D+06

14.50 0.463D-05 -0.106D+01 0.595D+00 0.104D+00 0.253D+04 0.171D+06

14.75 0.579D-05 -0.922D+00 0.569D+00 0.130D+00 0.251D+04 0.171D+06

15.00 0.662D-05 -0.791D+00 0.536D+00 0.149D+00 0.250D+04 0.171D+06

15.25 0.716D-05 -0.669D+00 0.499D+00 0.161D+00 0.249D+04 0.171D+06

15.50 0.745D-05 -0.557D+00 0.459D+00 0.167D+00 0.248D+04 0.171D+06

15.75 0.754D-05 -0.456D+00 0.417D+00 0.169D+00 0.247D+04 0.171D+06

16.00 0.746D-05 -0.364D+00 0.375D+00 0.168D+00 0.246D+04 0.171D+06

16.25 0.726D-05 -0.284D+00 0.333D+00 0.163D+00 0.246D+04 0.171D+06

16.50 0.694D-05 -0.213D+00 0.292D+00 0.156D+00 0.245D+04 0.171D+06

16.75 0.655D-05 -0.152D+00 0.253D+00 0.147D+00 0.245D+04 0.171D+06

17.00 0.611D-05 -0.100D+00 0.216D+00 0.137D+00 0.244D+04 0.171D+06

17.25 0.562D-05 -0.568D-01 0.182D+00 0.126D+00 0.244D+04 0.171D+06

17.50 0.512D-05 -0.214D-01 0.150D+00 0.115D+00 0.243D+04 0.171D+06

17.75 0.461D-05 0.687D-02 0.122D+00 0.104D+00 0.243D+04 0.171D+06

18.00 0.410D-05 0.286D-01 0.957D-01 0.921D-01 0.243D+04 0.171D+06

18.25 0.361D-05 0.446D-01 0.727D-01 0.809D-01 0.244D+04 0.171D+06

18.50 0.312D-05 0.556D-01 0.525D-01 0.701D-01 0.244D+04 0.171D+06

18.75 0.266D-05 0.621D-01 0.349D-01 0.598D-01 0.244D+04 0.171D+06

19.00 0.222D-05 0.649D-01 0.200D-01 0.499D-01 0.244D+04 0.171D+06

19.25 0.181D-05 0.646D-01 0.750D-02 0.406D-01 0.244D+04 0.171D+06

19.50 0.142D-05 0.616D-01 -0.266D-02 0.318D-01 0.244D+04 0.171D+06

19.75 0.105D-05 0.567D-01 -0.106D-01 0.236D-01 0.244D+04 0.171D+06

20.00 0.702D-06 0.503D-01 -0.165D-01 0.158D-01 0.244D+04 0.171D+06

20.25 0.372D-06 0.429D-01 -0.205D-01 0.835D-02 0.244D+04 0.171D+06

20.50 0.578D-07 0.350D-01 -0.225D-01 0.130D-02 0.243D+04 0.171D+06

20.75 -0.243D-06 0.270D-01 -0.229D-01 -0.547D-02 0.243D+04 0.171D+06

21.00 -0.535D-06 0.193D-01 -0.215D-01 -0.120D-01 0.243D+04 0.171D+06

21.25 -0.819D-06 0.124D-01 -0.185D-01 -0.184D-01 0.243D+04 0.171D+06

21.50 -0.110D-05 0.657D-02 -0.139D-01 -0.247D-01 0.243D+04 0.171D+06

21.75 -0.138D-05 0.232D-02 -0.773D-02 -0.309D-01 0.243D+04 0.171D+06

22.00 -0.165D-05 -0.116D-14 0.000D+00 -0.371D-01 0.243D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 8

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.520D-03
HDISPLy, M

0.534D-02
HDISPLz, m
-0.412D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.668D+03
LATy, KN

0.112D+03
LATz, KN
-0.862D+01
MOMx, KN- M
-0.256D+03
MOMy, KN- M

0.153D+04
MOMz, KN- M
-0.615D+02
STRESS, KN/ M**2

0.200D+05

THE PILE COORDINATE SYSTEM

Page 21 ends

VDISPL, M

0.520D-03

AXIAL, KN

0.668D+03
HDISPLy, M

0.534D-02
LATy, KN

0.112D+03
HDISPLz, M
-0.412D-03
LATz, KN
-0.862D+01
svb1x5.gpo
ROT. V,RAD ROT.Hy,RAD

0.798D-05 -0.674D-05
MOMx, KN- M MOMy, KN0.993D-01 -0.795D+01
ROT.Hz,RAD
-0.171D-03
M mOMz, KN-
-0.198D+03
STRESS, (Ni M**2

0.200D+05

LATERALLY LOADED PILE

X DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.536D-02 -0.195D+03 0.112D+03 0.218D+02 0.200D+05 0.171D+06

0.25 0.528D-02 -0.167D+03 0.110D+03 0.228D+02 0.175D+05 0.171D+06

0.50 0.514D-02 -0.141D+03 0.104D+03 0.223D+02 0.151D+05 0.171D+06

0.75 0.495D-02 -0.116D+03 0.983D+02 0.216D+02 0.129D+05 0.171D+06

1.00 0.472D-02 -0.931D+02 0.929D+02 0.207D+02 0.108D+05 0.171D+06

1.25 0.445D-02 -0.710D+02 0.877D+02 0.197D+02 0.880D+04 0.171D+06

1.50 0.416D-02 -0.501D+02 0.828D+02 0.186D+02 0.691D+04 0.171D+06

1.75 0.385D-02 -0.304D+02 0.781D+02 0.174D+02 0.513D+04 0.171D+06

2.00 0.352D-02 -0.117D+02 0.738D+02 0.161D+02 0.344D+04 0.171D+06

2.25 0.320D-02 0.594D+01 0.697D+02 0.496D+02 0.292D+04 0.171D+06

2.50 0.287D-02 0.205D+02 0.574D+02 0.452D+02 0.424D+04 0.171D+06

2.75 0.256D-02 0.322D+02 0.460D+02 0.409D+02 0.530D+04 0.171D+06

3.00 0.225D-02 0.414D+02 0.358D+02 0.365D+02 0.612D+04 0.171D+06

3.25 0.196D-02 0.482D+02 0.267D+02 0.322D+02 0.674D+04 0.171D+06

3.50 0.169D-02 0.531D+02 0.186D+02 0.281D+02 0.718D+04 0.171D+06

3.75 0.143D-02 0.562D+02 0.116D+02 0.242D+02 0.746D+04 0.171D+06

4.00 0.120D-02 0.577D+02 0.557D+01 0.205D+02 0.760D+04 0.171D+06

4.25 0.990D-03 0.580D+02 0.458D+00 0.170D+02 0.762D+04 0.171D+06

4.50 0.800D-03 0.571D+02 -0.380D+01 0.139D+02 0.755D+04 0.171D+06

4.75 0.630D-03 0.554D+02 -0.726D+01 0.110D+02 0.739D+04 0.171D+06

5.00 0.480D-03 0.530D+02 -0.100D+02 0.845D+01 0.717D+04 0.171D+06

5.25 0.350D-03 0.501D+02 -0.121D+02 0.619D+01 0.691D+04 0.171D+06

5.50 0.238D-03 0.467D+02 -0.137D+02 0.423D+01 0.661D+04 0.171D+06

5.75 0.143D-03 0.431D+02 -0.147D+02 0.256D+01 0.628D+04 0.171D+06

6.00 0.639D-04 0.393D+02 -0.154D+02 0.115D+01 0.594D+04 0.171D+06

6.25 -0.933D-06 0.354D+02 -0.157D+02 -0.168D-01 0.559D+04 0.171D+06

6.50 -0.529D-04 0.316D+02 -0.157D+02 -0.948D+00 0.524D+04 0.171D+06

6.75 -0.933D-04 0.277D+02 -0.154D+02 -0.250D+01 0.489D+04 0.171D+06

7.00 -0.124D-03 0.240D+02 -0.148D+02 -0.331D+01 0.456D+04 0.171D+06

7.25 -0.145D-03 0.206D+02 -0.140D+02 -0.389D+01 0.424D+04 0.171D+06

7.50 -0.159D-03 0.173D+02 -0.130D+02 -0.426D+01 0.395D+04 0.171D+06

7.75 -0.167D-03 0.143D+02 -0.119D+02 -0.447D+01 0.368D+04 0.171D+06

8.00 -0.169D-03 0.116D+02 -0.108D+02 -0.453D+01 0.344D+04 0.171D+06

8.25 -0.168D-03 0.922D+01 -0.968D+01 -0.449D+01 0.322D+04 0.171D+06

8.50 -0.163D-03 0.707D+01 -0.856D+01 -0.435D+01 0.302D+04 0.171D+06

8.75 -0.155D-03 0.520D+01 -0.747D+01 -0.415D+01 0.285D+04 0.171D+06

9.00 -0.145D-03 0.358D+01 -0.643D+01 -0.389D+01 0.271D+04 0.171D+06

9.25 -0.134D-03 0.221D+01 -0.546D+01 -0.360D+01 0.258D+04 0.171D+06

9.50 -0.123D-03 0.106D+01 -0.456D+01 -0.329D+01 0.248D+04 0.171D+06

9.75 -0.111D-03 0.113D+00 -0.374D+01 -0.297D+01 0.239D+04 0.171D+06

10.00 -0.984D-04 -0.646D+00 -0.299D+01 -0.264D+01 0.244D+04 0.171D+06

10.25 -0.865D-04 -0.124D+01 -0.233D+01 -0.232D+01 0.250D+04 0.171D+06

Page 22 ends

syblx5.gpo

10.50 -0.751D-04 -0.169D+01 -0.175D+01 -0.202D+01 0.254D+04 0.171D+06

10.75 -0.643D-04 -0.201D+01 -0.125D+01 -0.173D+01 0.257D+04 0.171D+06

11.00 -0.542D-04 -0.222D+01 -0.816D+00 -0.146D+01 0.258D+04 0.171D+06

11.25 -0.449D-04 -0.234D+01 -0.452D+00 -0.121D+01 0.260D+04 0.171D+06

11.50 -0.365D-04 -0.239D+01 -0.150D+00 -0.982D+00 0.260D+04 0.171D+06

11.75 -0.289D-04 -0.237D+01 0.958D-01 -0.779D+00 0.260D+04 0.171D+06

12.00 -0.222D-04 -0.230D+01 0.290D+00 -0.599D+00 0.259D+04 0.171D+06

12.25 -0.164D-04 -0.220D+01 0.440D+00 -0.441D+00 0.258D+04 0.171D+06

12.50 -0.113D-04 -0.207D+01 0.550D+00 -0.305D+00 0.257D+04 0.171D+06

12.75 -0.703D-05 -0.192D+01 0.627D+00 -0.190D+00 0.256D+04 0.171D+06

13.00 -0.344D-05 -0.175D+01 0.674D+00 -0.927D-01 0.254D+04 0.171D+06

13.25 -0.482D-06 -0.158D+01 0.697D+00 -0.130D-01 0.253D+04 0.171D+06

13.50 0.190D-05 -0.141D+01 0.701D+00 0.511D-01 0.251D+04 0.171D+06

13.75 0.376D-05 -0.124D+01 0.688D+00 0.101D+00 0.250D+04 0.171D+06

14.00 0.517D-05 -0.108D+01 0.662D+00 0.139D+00 0.248D+04 0.171D+06

14.25 0.618D-05 -0.926D+00 0.628D+00 0.167D+00 0.247D+04 0.171D+06

14.50 0.686D-05 -0.782D+00 0.586D+00 0.185D+00 0.245D+04 0.171D+06

14.75 0.726D-05 -0.650D+00 0.540D+00 0.196D+00 0.244D+04 0.171D+06

15.00 0.741D-05 -0.529D+00 0.491D+00 0.200D+00 0.243D+04 0.171D+06

15.25 0.737D-05 -0.421D+00 0.441D+00 0.199D+00 0.242D+04 0.171D+06

15.50 0.718D-05 -0.325D+00 0.391D+00 0.194D+00 0.241D+04 0.171D+06

15.75 0.687D-05 -0.241D+00 0.343D+00 0.185D+00 0.241D+04 0.171D+06

16.00 0.648D-05 -0.169D+00 0.296D+00 0.175D+00 0.240D+04 0.171D+06

16.25 0.602D-05 -0.108D+00 0.253D+00 0.162D+00 0.239D+04 0.171D+06

16.50 0.552D-05 -0.565D-01 0.212D+00 0.149D+00 0.239D+04 0.171D+06

16.75 0.500D-05 -0.145D-01 0.175D+00 0.135D+00 0.239D+04 0.171D+06

17.00 0.447D-05 0.190D-01 0.141D+00 0.121D+00 0.239D+04 0.171D+06

17.25 0.396D-05 0.451D-01 0.111D+00 0.107D+00 0.239D+04 0.171D+06

17.50 0.346D-05 0.644D-01 0.846D-01 0.932D-01 0.239D+04 0.171D+06

17.75 0.298D-05 0.780D-01 0.613D-01 0.803D-01 0.239D+04 0.171D+06

18.00 0.253D-05 0.864D-01 0.412D-01 0.682D-01 0.239D+04 0.171D+06

18.25 0.211D-05 0.906D-01 0.242D-01 0.569D-01 0.239D+04 0.171D+06

18.50 0.173D-05 0.913D-01 0.996D-02 0.465D-01 0.239D+04 0.171D+06

18.75 0.138D-05 0.890D-01 -0.168D-02 0.371D-01 0.239D+04 0.171D+06

19.00 0.106D-05 0.843D-01 -0.109D-01 0.285D-01 0.239D+04 0.171D+06

19.25 0.768D-06 0.779D-01 -0.181D-01 0.207D-01 0.239D+04 0.171D+06

19.50 0.508D-06 0.701D-01 -0.232D-01 0.137D-01 0.239D+04 0.171D+06

19.75 0.274D-06 0.615D-01 -0.267D-01 0.739D-02 0.239D+04 0.171D+06

20.00 0.624D-07 0.524D-01 -0.285D-01 0.168D-02 0.239D+04 0.171D+06

20.25 -0.130D-06 0.431D-01 -0.289D-01 -0.351D-02 0.239D+04 0.171D+06 2050 . -0.307D-06 0.341D-01 -0.281D-01 -0.828D-02 0.239D+04 0.171D+06

20.75 -0.472D-06 0.256D-01 -0.260D-01 -0.127D-01 0.239D+04 0.171D+06

21.00 -0.627D-06 0.179D-01 -0.228D-01 -0.169D-01 0.239D+04 0.171D+06

21.25 -0.775D-06 0.112D-01 -0.186D-01 -0.209D-01 0.239D+04 0.171D+06

21.50 -0.920D-06 0.585D-02 -0.134D-01 -0.248D-01 0.238D+04 0.171D+06

21.75 -0.106D-05 0.203D-02 -0.716D-02 -0.286D-01 0.238D+04 0.171D+06

22.00 -0.120D-05 -0.174D-14 0.000D+00 -0.325D-01 0.238D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 9

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.291D-03 0.538D-02 -0.424D-03 0.798D-05 -0.674D-05 -0.171D-03

Page 23 ends

AXIAL, KN

0.370D+03
LATy, KN

0.117D+03
LATz, KN
-0.922D+01
syblx5.gpo
MOMx, KN- M MOMy, KN- M

0.282D+03 -0.843D+03
MOMz, KN- M

0.505D+03
STRESS, KN/ m**2

0.195D+05

THE PILE COORDINATE SYSTEM

VDISPL, M

0.291D-03
HDISPLy, M

0.538D-02
HDISPLz, M
-0.424D-03
ROT. V,RAD ROT.Hy,RAD

0.798D-05 -0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.370D+03
LATy, KN

0.117D+03
LATz, KN
-0.922D+01
MOMx, KN- M MOMy, KN- M

0.993D-01 -0.807D+01
MOMz, KN- M
-0.203D+03
STRESS, KN/ m**2

0.195D+05

LATERALLY LOADED PILE
X
M

DEFLECTION
M
MOMENT
KN- M
SHEAR
KN
SOIL

REACTION
KN/ M
TOTAL
STRESS
KN/ m**2

FLEXURAL

RIGIDITY
KN- M**2
***** ********** ********** ********** ********** ********** **********

0.00 0.540D-02 -0.201D+03 0.117D+03 0.230D+02 0.195D+05 0.171D+06

0.25 0.532D-02 -0.172D+03 0.114D+03 0.242D+02 0.169D+05 0.171D+06

0.50 0.518D-02 -0.145D+03 0.108D+03 0.236D+02 0.144D+05 0.171D+06

0.75 0.498D-02 -0.119D+03 0.103D+03 0.229D+02 0.121D+05 0.171D+06

1.00 0.474D-02 -0.950D+02 0.968D+02 0.220D+02 0.991D+04 0.171D+06

1.25 0.447D-02 -0.721D+02 0.913D+02 0.209D+02 0.783D+04 0.171D+06

1.50 0.417D-02 -0.504D+02 0.861D+02 0.197D+02 0.588D+04 0.171D+06

1.75 0.385D-02 -0.300D+02 0.812D+02 0.184D+02 0.403D+04 0.171D+06

2.00 0.352D-02 -0.107D+02 0.766D+02 0.170D+02 0.229D+04 0.171D+06

2.25 0.319D-02 0.747D+01 0.723D+02 0.522D+02 0.200D+04 0.171D+06

2.50 0.286D-02 0.224D+02 0.593D+02 0.476D+02 0.335D+04 0.171D+06

2.75 0.254D-02 0.344D+02 0.474D+02 0.429D+02 0.443D+04 0.171D+06

3.00 0.223D-02 0.436D+02 0.367D+02 0.382D+02 0.527D+04 0.171D+06

3.25 0.194D-02 0.505D+02 0.271D+02 0.336D+02 0.589D+04 0.171D+06

3.50 0.166D-02 0.553D+02 0.187D+02 0.292D+02 0.632D+04 0.171D+06

3.75 0.141D-02 0.582D+02 0.114D+02 0.250D+02 0.659D+04 0.171D+06

4.00 0.117D-02 0.596D+02 0.514D+01 0.211D+02 0.671D+04 0.171D+06

4.25 0.961D-03 0.597D+02 -0.139D+00 0.175D+02 0.671D+04 0.171D+06

4.50 0.771D-03 0.586D+02 -0.450D+01 0.141D+02 0.662D+04 0.171D+06

4.75 0.602D-03 0.567D+02 -0.804D+01 0.111D+02 0.644D+04 0.171D+06

5.00 0.454D-03 0.540D+02 -0.108D+02 0.844D+01 0.620D+04 0.171D+06

5.25 0.326D-03 0.508D+02 -0.129D+02 0.609D+01 0.591D+04 0.171D+06

5.50 0.216D-03 0.472D+02 -0.145D+02 0.406D+01 0.559D+04 0.171D+06

5.75 0.124D-03 0.434D+02 -0.155D+02 0.233D+01 0.524D+04 0.171D+06

6.00 0.469D-04 0.394D+02 -0.160D+02 0.888D+00 0.488D+04 0.171D+06

6.25 -0.154D-04 0.354D+02 -0.163D+02 -0.292D+00 0.452D+04 0.171D+06

6.50 -0.648D-04 0.313D+02 -0.162D+02 -0.123D+01 0.415D+04 0.171D+06

6.75 -0.103D-03 0.274D+02 -0.159D+02 -0.291D+01 0.380D+04 0.171D+06

7.00 -0.131D-03 0.236D+02 -0.152D+02 -0.370D+01 0.345D+04 0.171D+06

7.25 -0.150D-03 0.200D+02 -0.142D+02 -0.424D+01 0.313D+04 0.171D+06

Page 24 ends

syblx5.gpo
750

7.75 -0.162D-03
-0.168D-03

0.168D+02

0.137D+02
-0.1320+02 -0.4580+01
-0.120D+02 -0.4750+01

0.2840+04

0.2560+04

0.1710+06

0.1710+06

8.00 8.25
-0.169D-03
-0.166D-03

0.110D+02

0.861D+01
-0.1080+02
-0.9650+01
-0.4770+01
-0.4690+01

0.2320+04

0.2100+04

0.1710+06

0.1710+06

8.50 8.75
-0.160D-03
-0.151D-03

0.649D+01

0.464D+01
-0.8480+01
-0.7350+01
-0.4510+01
-0.4270+01

0.191D+04

0.1740+04

0.171D+06

0.171D+06

9.00 9.25
-0.141D-03
-0.129D-03

0.307D+01

0.174D+01
-0.6290+01
-0.529D+01
-0.3980+01
-0.366D+01

0.1600+04

0.1480+04

0.171D+06

0.1710+06

9.50 9.75
-0.117D-03
-0.105D-03

0.637D+00
-0.257D+00
-0.4380+01
-0.3550+01
-0.3320+01
-0.2970+01

0.138D+04

0.135D+04

0.171D+06

0.1710+06

10.00 -0.928D-04 -0.964D+00 -0.2800+01 -0.2630+01 0.1410+04 0.1710+06

10.25 10.50
-0.810D-04
-0.697D-04
-0.151D+01
-0.191D+01
-0.2150+01
-0.157D+01
-0.2300+01
-0.1980+01

0.1460+04

0.1490+04

0.171D+06

0.1710+06

10.75 -0.591D-04 -0.218D+01 -0.1080+01 -0.1680+01 0.1520+04 0.1710+06

11.00 -0.493D-04 -0.235D+01 -0.6580+00 -0.1400+01 0.1530+04 0.1710+06

11.25 -0.403D-04 -0.243D+01 -0.3090+00 -0.1150+01 0.1540+04 0.171D+06

11.50 -0.323D-04 -0.244D+01 -0.220D-01 -0.9180+00 0.154D+04 0.1710+06

11.75 -0.251D-04 -0.240D+01 0.207D+00 -0.7150+00 0.1540+04 0.1710+06

12.00 -0.188D-04 -0.230D+01 0.3860+00 -0.5360+00 0.153D+04 0.1710+06

12.25 -0.134D-04 -0.218D+01 0.520D+00 -0.381D+00 0.152D+04 0.171D+06

12.50 -0.875D-05 -0.203D+01 0.6150+00 -0.2490+00 0.1510+04 0.1710+06

12.75 -0.484D-05 -0.186D+01 0.6780+00 -0.138D+00 0.1490+04 0.171D+06

13.00 -0.161D-05 -0.169D+01 0.712D+00 -0.4570-01 0.1470+04 0.171D+06

13.25 0.101D-05 -0.151D+01 0.7230+00 0.2870-01 0.1460+04 0.1710+06

13.50 0.307D-05 -0.133D+01 0.7160+00 0.875D-01 0.1440+04 0.171D+06

13.75 0.465D-05 -0.116D+01 0.694D+00 0.132D+00 0.1430+04 0.1710+06

14.00 0.581D-05 -0.999D+00 0.6610+00 0.1650+00 0.1410+04 0.171D+06

14.25 0.660D-05 -0.846D+00 0.620D+00 0.188D+00 0.140D+04 0.171D+06

14.50 0.708D-05 -0.705D+00 0.5730+00 0.202D+00 0.139D+04 0.1710+06

14.75 0.731D-05 -0.576D+00 0.5230+00 0.208D+00 0.137D+04 0.1710+06

15.00 0.733D-05 -0.460D+00 0.4710+00 0.2080+00 0.1360+04 0.171D+06

15.25 0.717D-05 -0.358D+00 0.419D+00 0.204D+00 0.135D+04 0.1710+06

15.50 0.689D-05 -0.267D+00 0.368D+00 0.1960+00 0.1350+04 0.1710+06

15.75 0.651D-05 -0.190D+00 0.3180+00 0.1850+00 0.1340+04 0.1710+06

16.00 0.606D-05 -0.123D+00 0.2720+00 0.172D+00 0.133D+04 0.1710+06

16.25 0.557D-05 -0.678D-01 0.229D+00 0.158D+00 0.133D+04 0.171D+06

16.50 0.505D-05 -0.222D-01 0.1890+00 0.1440+00 0.1320+04 0.171D+06

16.75 0.452D-05 0.145D-01 0.1540+00 0.129D+00 0.1320+04 0.1710+06

17.00 0.400D-05 0.431D-01 0.1210+00 0.1140+00 0.1330+04 0.171D+06

17.25 0.349D-05 0.646D-01 0.9290-01 0.994D-01 0.1330+04 0.1710+06

17.50 0.301D-05 0.799D-01 0.6800-01 0.857D-01 0.1330+04 0.1710+06

17.75 0.256D-05 0.8980-01 0.4660-01 0.7280-01 0.133D+04 0.1710+06

18.00 0.2140-05 0.9510-01 0.284D-01 0.608D-01 0.133D+04 0.1710+06

18.25 0.1750-05 0.966D-01 0.132D-01 0.499D-01 0.133D+04 0.171D+06

18.50 0.1400-05 0.950D-01 0.7240-03 0.3990-01 0.133D+04 0.171D+06

18.75 0.1080-05 0.909D-01 -0.924D-02 0.3090-01 0.1330+04 0.1710+06

19.00 0.802D-06 0.849D-01 -0.1700-01 0.2280-01 0.133D+04 0.171D+06

19.25 0.5500-06 0.774D-01 -0.2270-01 0.1570-01 0.1330+04 0.1710+06

19.50 0.327D-06 0.689D-01 -0.266D-01 0.929D-02 0.133D+04 0.1710+06

19.75 0.1280-06 0.598D-01 -0.2890-01 0.364D-02 0.1330+04 0.1710+06

20.00 -0.488D-07 0.505D-01 -0.298D-01 -0.139D-02 0.133D+04 0.171D+06

20.25 -0.207D-06 0.4130-01 -0.295D-01 -0.589D-02 0.1330+04 0.1710+06

20.50 -0.350D-06 0.324D-01 -0.2800-01 -0.9970-02 0.133D+04 0.171D+06

20.75 -0.482D-06 0.242D-01 -0.255D-01 -0.1370-01 0.1320+04 0.171D+06

21.00 -0.604D-06 0.168D-01 -0.221D-01 -0.1720-01 0.132D+04 0.171D+06

21.25 -0.7210-06 0.105D-01 -0.1780-01 -0.2050-01 0.132D+04 0.171D+06

21.50 -0.834D-06 0.543D-02 -0.1260-01 -0.237D-01 0.1320+04 0.171D+06

21.75 -0.944D-06 0.188D-02 -0.6720-02 -0.269D-01 0.1320+04 0.1710+06

22.00 -0.1050-05 0.000D+00 0.0000+00 -0.3000-01 0.1320+04 0.1710+06 NUMBER OF ITERATIONS IN LLP = 4

Page 25 ends

svb1x5.gpo
* PILE GROUP * 10

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.281D-03

AXIAL, KN

0.357D+03
HDISPLy, M

0.537D-02
LATy, KN

0.104D+03
HDISPLz, m
-0.424D-03
LATz, KN
-0.819D+01
ROT. V,RAD ROT.Hy,RAD

0.798D-05 -0.674D-05
MOMx, KN- M MOMy, KN- M

0.914D+02 -0.269D+03
ROT.Hz,RAD
-0.171D-03
MOMz, KN- M

0.484D+03
STRESS, KN/ M**2

0.180D+05

THE PILE COORDINATE SYSTEM
VDISPL, m

0.281D-03

AXIAL, KN

0.357D+03
HDISPLy, M

0.537D-02
LATy, KN

0.104D+03
HDISPLz, M
-0.424D-03
LATz, KN
-0.819D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M momy, KN- M MOMz, KN- M

0.993D-01 -0.744D+01 -0.187D+03
STRESS, KN/ M**2

0.180D+05

LATERALLY LOADED PILE
X
M

DEFLECTION
M
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.539D-02 -0.185D+03 0.104D+03 0.192D+02 0.180D+05 0.171D+06

0.25 0.531D-02 -0.159D+03 0.102D+03 0.201D+02 0.157D+05 0.171D+06

0.50 0.517D-02 -0.135D+03 0.966D+02 0.197D+02 0.135D+05 0.171D+06

0.75 0.499D-02 -0.112D+03 0.917D+02 0.191D+02 0.114D+05 0.171D+06

1.00 0.477D-02 -0.905D+02 0.869D+02 0.184D+02 0.945D+04 0.171D+06

1.25 0.451D-02 -0.698D+02 0.823D+02 0.175D+02 0.758D+04 0.171D+06

1.50 0.422D-02 -0.502D+02 0.779D+02 0.166D+02 0.581D+04 0.171D+06

1.75 0.392D-02 -0.317D+02 0.738D+02 0.156D+02 0.414D+04 0.171D+06

2.00 0.361D-02 -0.141D+02 0.699D+02 0.145D+02 0.255D+04 0.171D+06

2.25 0.329D-02 0.256D+01 0.662D+02 0.447D+02 0.151D+04 0.171D+06

2.50 0.297D-02 0.164D+02 0.551D+02 0.410D+02 0.276D+04 0.171D+06

2.75 0.266D-02 0.278D+02 0.448D+02 0.372D+02 0.378D+04 0.171D+06

3.00 0.236D-02 0.368D+02 0.355D+02 0.335D+02 0.460D+04 0.171D+06

3.25 0.207D-02 0.436D+02 0.272D+02 0.298D+02 0.522D+04 0.171D+06

3.50 0.180D-02 0.487D+02 0.197D+02 0.262D+02 0.567D+04 0.171D+06

3.75 0.155D-02 0.520D+02 0.132D+02 0.228D+02 0.598D+04 0.171D+06

4.00 0.131D-02 0.540D+02 0.746D+01 0.195D+02 0.615D+04 0.171D+06

4.25 0.110D-02 0.547D+02 0.257D+01 0.165D+02 0.622D+04 0.171D+06

Page 26 ends

syblx5.gpo

4.50 0.900D-03 0.544D+02 -0.155D+01 0.137D+02 0.619D+04 0.171D+06

4.75 0.725D-03 0.532D+02 -0.496D+01 0.111D+02 0.608D+04 0.171D+06

5.00 0.568D-03 0.513D+02 -0.774D+01 0.876D+01 0.591D+04 0.171D+06

5.25 0.431D-03 0.489D+02 -0.992D+01 0.668D+01 0.569D+04 0.171D+06

5.50 0.311D-03 0.460D+02 -0.116D+02 0.485D+01 0.543D+04 0.171D+06

5.75 0.208D-03 0.429D+02 -0.128D+02 0.326D+01 0.515D+04 0.171D+06

6.00 0.121D-03 0.395D+02 -0.136D+02 0.190D+01 0.484D+04 0.171D+06

6.25 0.477D-04 0.360D+02 -0.141D+02 0.752D+00 0.453D+04 0.171D+06

6.50 -0.121D-04 0.324D+02 -0.143D+02 -0.192D+00 0.421D+04 0.171D+06

6.75 -0.601D-04 0.289D+02 -0.142D+02 -0.142D+01 0.389D+04 0.171D+06

7.00 -0.976D-04 0.254D+02 -0.139D+02 -0.230D+01 0.357D+04 0.171D+06

7.25 -0.126D-03 0.221D+02 -0.133D+02 -0.296D+01 0.327D+04 0.171D+06

7.50 -0.146D-03 0.190D+02 -0.126D+02 -0.343D+01 0.299D+04 0.171D+06

7.75 -0.159D-03 0.161D+02 -0.117D+02 -0.374D+01 0.273D+04 0.171D+06

8.00 -0.166D-03 0.134D+02 -0.108D+02 -0.391D+01 0.248D+04 0.171D+06

8.25 -0.169D-03 0.109D+02 -0.979D+01 -0.397D+01 0.226D+04 0.171D+06

8.50 -0.167D-03 0.872D+01 -0.880D+01 -0.393D+01 0.206D+04 0.171D+06

8.75 -0.162D-03 0.676D+01 -0.781D+01 -0.382D+01 0.189D+04 0.171D+06

9.00 -0.155D-03 0.504D+01 -0.686D+01 -0.365D+01 0.173D+04 0.171D+06

9.25 -0.146D-03 0.355D+01 -0.594D+01 -0.344D+01 0.160D+04 0.171D+06

9.50 -0.136D-03 0.227D+01 -0.508D+01 -0.320D+01 0.148D+04 0.171D+06

9.75 -0.125D-03 0.120D+01 -0.428D+01 -0.294D+01 0.138D+04 0.171D+06

10.00 -0.113D-03 0.302D+00 -0.355D+01 -0.267D+01 0.130D+04 0.171D+06

10.25 -0.101D-03 -0.425D+00 -0.288D+01 -0.239D+01 0.131D+04 0.171D+06

10.50 -0.898D-04 -0.100D+01 -0.228D+01 -0.212D+01 0.137D+04 0.171D+06

10.75 -0.786D-04 -0.145D+01 -0.175D+01 -0.186D+01 0.141D+04 0.171D+06

11.00 -0.680D-04 -0.178D+01 -0.129D+01 -0.161D+01 0.144D+04 0.171D+06

11.25 -0.580D-04 -0.200D+01 -0.888D+00 -0.137D+01 0.146D+04 0.171D+06

11.50 -0.487D-04 -0.215D+01 -0.545D+00 -0.115D+01 0.147D+04 0.171D+06

11.75 -0.402D-04 -0.222D+01 -0.257D+00 -0.951D+00 0.147D+04 0.171D+06

12.00 -0.325D-04 -0.223D+01 -0.194D-01 -0.769D+00 0.148D+04 0.171D+06

12.25 -0.256D-04 -0.219D+01 0.173D+00 -0.607D+00 0.147D+04 0.171D+06

12.50 -0.195D-04 -0.211D+01 0.325D+00 -0.463D+00 0.147D+04 0.171D+06

12.75 -0.142D-04 -0.200D+01 0.440D+00 -0.337D+00 0.146D+04 0.171D+06

13.00 -0.966D-05 -0.188D+01 0.525D+00 -0.229D+00 0.144D+04 0.171D+06

13.25 -0.576D-05 -0.174D+01 0.582D+00 -0.137D+00 0.143D+04 0.171D+06

13.50 -0.250D-05 -0.158D+01 0.616D+00 -0.593D-01 0.142D+04 0.171D+06

13.75 0.182D-06 -0.143D+01 0.631D+00 0.430D-02 0.140D+04 0.171D+06

14.00 0.234D-05 -0.128D+01 0.630D+00 0.555D-01 0.139D+04 0.171D+06

14.25 0.404D-05 -0.113D+01 0.616D+00 0.958D-01 0.138D+04 0.171D+06

14.50 0.533D-05 -0.980D+00 0.592D+00 0.126D+00 0.136D+04 0.171D+06

14.75 0.626D-05 -0.842D+00 0.561D+00 0.148D+00 0.135D+04 0.171D+06

15.00 0.688D-05 -0.714D+00 0.523D+00 0.163D+00 0.134D+04 0.171D+06

15.25 0.724D-05 -0.596D+00 0.483D+00 0.172D+00 0.133D+04 0.171D+06

15.50 0.738D-05 -0.488D+00 0.440D+00 0.175D+00 0.132D+04 0.171D+06

15.75 0.735D-05 -0.392D+00 0.396D+00 0.174D+00 0.131D+04 0.171D+06

16.00 0.717D-05 -0.306D+00 0.353D+00 0.170D+00 0.130D+04 0.171D+06

16.25 0.688D-05 -0.230D+00 0.310D+00 0.163D+00 0.130D+04 0.171D+06

16.50 0.651D-05 -0.165D+00 0.269D+00 0.154D+00 0.129D+04 0.171D+06

16.75 0.608D-05 -0.110D+00 0.231D+00 0.144D+00 0.128D+04 0.171D+06

17.00 0.560D-05 -0.632D-01 0.195D+00 0.133D+00 0.128D+04 0.171D+06

17.25 0.511D-05 -0.250D-01 0.162D+00 0.121D+00 0.128D+04 0.171D+06

17.50 0.460D-05 0.571D-02 0.131D+00 0.109D+00 0.128D+04 0.171D+06

17.75 0.410D-05 0.296D-01 0.104D+00 0.972D-01 0.128D+04 0.171D+06

18.00 0.361D-05 0.473D-01 0.798D-01 0.855D-01 0.128D+04 0.171D+06

18.25 0.313D-05 0.598D-01 0.584D-01 0.742D-01 0.128D+04 0.171D+06

18.50 0.268D-05 0.676D-01 0.398D-01 0.635D-01 0.128D+04 0.171D+06

18.75 0.225D-05 0.714D-01 0.240D-01 0.534D-01 0.128D+04 0.171D+06

19.00 0.185D-05 0.718D-01 0.106D-01 0.438D-01 0.128D+04 0.171D+06 1925 . 0.147D-05 0.695D-01 -0.333D-03 0.349D-01 0.128D+04 0.171D+06

19.50 0.112D-05 0.650D-01 -0.906D-02 0.266D-01 0.128D+04 0.171D+06

19.75 0.794D-06 0.589D-01 -0.157D-01 0.188D-01 0.128D+04 0.171D+06

20.00 0.488D-06 0.516D-01 -0.204D-01 0.116D-01 0.128D+04 0.171D+06

Page 27 ends

svb1x5.gpo

20.25 0.202D-06 0.435D-01 -0.233D-01 0.478D-02 0.128D+04 0.171D+06

20.50 -0.694D-07 0.351D-01 -0.245D-01 -0.165D-02 0.128D+04 0.171D+06

20.75 -0.328D-06 0.269D-01 -0.241D-01 -0.777D-02 0.128D+04 0.171D+06

21.00 -0.576D-06 0.191D-01 -0.221D-01 -0.137D-01 0.128D+04 0.171D+06

21.25 -0.817D-06 0.121D-01 -0.187D-01 -0.194D-01 0.128D+04 0.171D+06

21.50 -0.105D-05 0.642D-02 -0.139D-01 -0.250D-01 0.128D+04 0.171D+06

21.75 -0.129D-05 0.226D-02 -0.764D-02 -0.306D-01 0.127D+04 0.171D+06 2200 . -0.152D-05 -0.116D-14 0.000D+00 -0.361D-01 0.127D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 11

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.270D-03
HDISPLy, M

0.536D-02
HDISPLz, M
-0.424D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.344D+03
LATy, KN

0.103D+03
LATz, KN
-0.819D+01
MOMx, KN-
-0.660D+02
M MOMy, KN- m

0.264D+03
MOMz, KN- m

0.464D+03
STRESS, KN/ M**2

0.179D+05

THE PILE COORDINATE SYSTEM

VDISPL, M

0.270D-03

AXIAL, KN

0.344D+03
HDISPLy, M

0.536D-02
LATy, KN

0.103D+03
HDISPLz, M
-0.424D-03
LATz, KN
-0.819D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M momy, KN- M MOMz, KN- m

0.993D-01 -0.741D+01 -0.186D+03
STRESS, KN/ m**2

0.179D+05

LATERALLY LOADED PILE
X
*****

DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.537D-02 -0.184D+03 0.104D+03 0.191D+02 0.179D+05 0.171D+06

0.25 0.530D-02 -0.159D+03 0.101D+03 0.200D+02 0.156D+05 0.171D+06

0.50 0.516D-02 -0.135D+03 0.964D+02 0.196D+02 0.134D+05 0.171D+06

0.75 0.498D-02 -0.112D+03 0.915D+02 0.191D+02 0.113D+05 0.171D+06

1.00 0.475D-02 -0.902D+02 0.867D+02 0.183D+02 0.938D+04 0.171D+06

1.25 0.450D-02 -0.696D+02 0.821D+02 0.175D+02 0.752D+04 0.171D+06

Page 28 ends

1.50 1.75

2.00 2.25

2.50 2.75

3.00 3.25

3.50 3.75

4.00 4.25

4.50 4.75

5.00 5.25

5.50 5.75

6.00 6.25

6.50 6.75

7.00 7.25

7.50 7.75

8.00 8.25

8.50 8.75

9.00 9.25

9.50 9.75

10.00 10.25

10.50 10.75

11.00 11.25

11.50 11.75

12.00 12.25

12.50 12.75

13.00 13.25

13.50 13.75

14.00 14.25

14.50 14.75

15.00 15.25

15.50 15.75

16.00 16.25

16.50 16.75

17.00 0.4210-02

0.3910-02

0.360D-02

0.328D-02

0.2970-02

0.266D-02

0.236D-02

0.2070-02

0.180D-02

0.1540-02

0.131D-02

0.109D-02

0.898D-03

0.723D-03

0.567D-03

0.430D-03

0.3100-03

0.207D-03

0.120D-03

0.4760-04
-0.121D-04
-0.600D-04
-0.973D-04
-0.125D-03
-0.145D-03
-0.159D-03
-0.166D-03
-0.168D-03
-0.167D-03
-0.162D-03
-0.155D-03
-0.1460-03
-0.136D-03
-0.124D-03
-0.113D-03
-0.1010-03
-0.896D-04
-0.784D-04
-0.678D-04
-0.578D-04
-0.486D-04
-0.401D-04
-0.3240-04
-0.256D-04
-0.1950-04
-0.1420-04
-0.964D-05
-0.575D-05
-0.250D-05

0.1780-06

0.233D-05

0.403D-05

0.531D-05

0.624D-05

0.686D-05

0.722D-05
0,736D-05

0.733D-05

0.715D-05

0.686D-05

0.649D-05

0.606D-05

0.559D-05
-0.5010+02
-0.3160+02
-0.1400+02

0.2580+01

0.1640+02

0.2770+02

0.3670+02

0.4360+02

0.4860+02

0.5190+02

0.5390+02

0.5460+02

0.5430+02

0.5310+02

0.5120+02

0.4880+02

0.4590+02

0.4280+02

0.3940+02

0.3590+02

0.3240+02

0.2880+02

0.2540+02

0.2210+02

0.1890+02

0.1600+02

0.1330+02

0.1090+02

0.8700+01

0.6740+01

0.5030+01

0.3540+01

0.2270+01

0.1190+01

0.3010+00
-0.4240+00
-0.1000+01
-0.1440+01
-0.1770+01
-0.2000+01
-0.2140+01
-0.2210+01
-0.2220+01
-0.2180+01
-0.2100+01
-0.2000+01
-0.187D+01
-0.1730+01
-0.1580+01
-0.1430+01
-0.1270+01
-0.1120+01
-0.9770+00
-0.8400+00
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-0.5940+00
-0.4870+00
-0.3910+00
-0.3050+00
-0.2300+00
-0.1650+00
-0.1090+00
-0.6310-01
svb1x5.gpo

0.7770+02 0.1660+02

0.7360+02 0.1550+02

0.6970+02 0.1440+02

0.6610+02 0.4460+02

0.5500+02 0.4090+02

0.4470+02 0.3710+02

0.3550+02 0.3340+02

0.2710+02 0.2970+02

0.1970+02 0.2620+02

0.1310+02 0.2270+02

0.7440+01 0.1950+02

0.2570+01 0.1640+02
-0.1540+01 0.1360+02
-0.4950+01 0.1110+02
-0.7720+01 0.8730+01
-0.9900+01 0.6660+01
-0.1160+02 0.4830+01
-0.1280+02 0.3250+01
-0.1360+02 0.1890+01
-0.1410+02 0.7500+00
-0.1420+02 -0.1910+00
-0.1420+02 -0.1420+01
-0.1380+02 -0.2300+01
-0.1330+02 -0.2960+01
-0.1250+02 -0.3430+01
-0.1170+02 -0.3730+01
-0.1070+02 -0.3900+01
-0.9770+01 -0.3960+01
-0.8780+01 -0.3920+01
-0.7790+01 -0.3810+01
-0.6840+01 -0.3640+01
-0.5930+01 -0.3430+01
-0.5070+01 -0.3190+01
-0.4270+01 -0.2930+01
-0.3540+01 -0.2660+01
-0.2880+01 -0.2390+01
-0.2280+01 -0.2120+01
-0.1750+01 -0.1850+01
-0.1290+01 -0.1600+01
-0.8860+00 -0.1370+01
-0.5440+00 -0.1150+01
-0.2570+00 -0.9490+00
-0.1960-01 -0.7680+00

0.1720+00 -0.6050+00

0.3240+00 -0.4620+00

0.4390+00 -0.3370+00

0.5230+00 -0.2280+00

0.5800+00 -0.1360+00

0.6140+00 -0.592D-01

0.6290+00 0.4210-02

0.6280+00 0.5530-01

0.6140+00 0.954D-01

0.5900+00 0.1260+00

0.5590+00 0.1480+00

0.5220+00 0.1620+00

0.4810+00 0.1710+00

0.4390+00 0.1740+00

0.3950+00 0.1740+00

0.352D+00 0.1690+00

0.3090+00 0.1630+00

0.2690+00 0.1540+00

0.2300+00 0.1440+00

0.1940+00 0.1320+00

0.5750+04

0.4080+04

0.2500+04

0.1460+04

0.2710+04

0.3730+04

0.4540+04

0.5160+04

0.5620+04

0.5920+04

0.6100+04

0.6160+04

0.6130+04

0.6020+04

0.5850+04

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0.4470+04

0.4150+04

0.3830+04

0.3520+04

0.3220+04

0.2940+04

0.2670+04

0.2430+04

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0.2010+04

0.1840+04

0.1680+04

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0.1250+04

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0.1420+04

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0.1710+06

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0.1710+06

0.1710+06

Page 29 ends

svb1x5.gpo

17.25 0.509D-05 -0.249D-01 0.161D+00 0.121D+00 0.123D+04 0.171D+06

17.50 0.459D-05 0.566D-02 0.131D+00 0.109D+00 0.123D+04 0.171D+06

17.75 0.409D-05 0.294D-01 0.104D+00 0.969D-01 0.123D+04 0.171D+06

18.00 0.360D-05 0.472D-01 0.796D-01 0.853D-01 0.123D+04 0.171D+06

18.25 0.312D-05 0.596D-01 0.583D-01 0.740D-01 0.123D+04 0.171D+06

18.50 0.267D-05 0.673D-01 0.397D-01 0.633D-01 0.123D+04 0.171D+06

18.75 0.224D-05 0.711D-01 0.239D-01 0.532D-01 0.123D+04 0.171D+06

19.00 0.184D-05 0.716D-01 0.106D-01 0.437D-01 0.123D+04 0.171D+06

19.25 0.147D-05 0.693D-01 -0.314D-03 0.348D-01 0.123D+04 0.171D+06

19.50 0.112D-05 0.649D-01 -0.902D-02 0.265D-01 0.123D+04 0.171D+06

19.75 0.792D-06 0.587D-01 -0.156D-01 0.188D-01 0.123D+04 0.171D+06

20.00 0.487D-06 0.514D-01 -0.203D-01 0.116D-01 0.123D+04 0.171D+06

20.25 0.201D-06 0.434D-01 -0.232D-01 0.477D-02 0.123D+04 0.171D+06

20.50 -0.689D-07 0.350D-01 -0.244D-01 -0.163D-02 0.123D+04 0.171D+06

20.75 -0.326D-06 0.268D-01 -0.240D-01 -0.774D-02 0.123D+04 0.171D+06

21.00 -0.574D-06 0.190D-01 -0.221D-01 -0.136D-01 0.123D+04 0.171D+06

21.25 -0.815D-06 0.121D-01 -0.187D-01 -0.193D-01 0.123D+04 0.171D+06

21.50 -0.105D-05 0.640D-02 -0.138D-01 -0.249D-01 0.123D+04 0.171D+06

21.75 -0.129D-05 0.225D-02 -0.762D-02 -0.305D-01 0.123D+04 0.171D+06

22.00 -0.152D-05 0.116D-14 0.000D+00 -0.360D-01 0.123D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4
* PILE GROUP * 12

PILE TOP DISPLACEMENTS AND REACTIONS

THE GLOBAL STRUCTURAL COORDINATE SYSTEM

VDISPL, M

0.260D-03
HDISPLy, M

0.534D-02
HDISPLz, M
-0.424D-03
ROT. V,RAD

0.798D-05
ROT.Hy,RAD
-0.674D-05
ROT.Hz,RAD
-0.171D-03

AXIAL, KN

0.330D+03
LATy, KN

0.116D+03
LATz, KN
-0.922D+01
MOMx, KN-
-0.252D+03
M MOMy, KN0.758D+03
M MOMz, KN- M

0.445D+03
STRESS, KN/ M**2

0.192D+05

THE PILE COORDINATE SYSTEM

VDISPL, M

0.260D-03

AXIAL, KN

0.330D+03
HDISPLy, M

0.534D-02
LATy, KN

0.116D+03
HDISPLz, M
-0.424D-03
LATz, KN
-0.922D+01
ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAD

0.798D-05 -0.674D-05 -0.171D-03
MOMx, KN- M momy, KN- M MOMz, KN- M

0.993D-01 -0.800D+01 -0.201D+03
STRESS, KN/ M**2

0.192D+05

LATERALLY LOADED PILE

Page 30 ends

svb1x5.gpo
X
M
*****

DEFLECTION
M
**********
MOMENT
KN- M
**********
SHEAR
KN
**********
SOIL

REACTION
KN/ M
**********
TOTAL
STRESS
KN/ M**2
**********

FLEXURAL

RIGIDITY
KN- M**2
**********

0.00 0.536D-02 -0.199D+03 0.117D+03 0.230D+02 0.192D+05 0.171D+06

0.25 0.528D-02 -0.171D+03 0.114D+03 0.240D+02 0.166D+05 0.171D+06

0.50 0.514D-02 -0.144D+03 0.108D+03 0.235D+02 0.142D+05 0.171D+06

0.75 0.495D-02 -0.118D+03 0.102D+03 0.228D+02 0.119D+05 0.171D+06

1.00 0.471D-02 -0.942D+02 0.962D+02 0.218D+02 0.970D+04 0.171D+06

1.25 0.444D-02 -0.715D+02 0.908D+02 0.208D+02 0.764D+04 0.171D+06

1.50 0.414D-02 -0.500D+02 0.856D+02 0.196D+02 0.570D+04 0.171D+06

1.75 0.382D-02 -0.297D+02 0.807D+02 0.183D+02 0.386D+04 0.171D+06

2.00 0.350D-02 -0.106D+02 0.761D+02 0.169D+02 0.214D+04 0.171D+06

2.25 0.317D-02 0.749D+01 0.719D+02 0.519D+02 0.186D+04 0.171D+06

2.50 0.284D-02 0.223D+02 0.589D+02 0.473D+02 0.320D+04 0.171D+06

2.75 0.252D-02 0.342D+02 0.471D+02 0.426D+02 0.427D+04 0.171D+06

3.00 0.221D-02 0.434D+02 0.364D+02 0.380D+02 0.510D+04 0.171D+06

3.25 0.192D-02 0.502D+02 0.269D+02 0.334D+02 0.572D+04 0.171D+06

3.50 0.165D-02 0.550D+02 0.186D+02 0.290D+02 0.615D+04 0.171D+06

3.75 0.140D-02 0.579D+02 0.113D+02 0.249D+02 0.641D+04 0.171D+06

4.00 0.116D-02 0.592D+02 0.510D+01 0.210D+02 0.653D+04 0.171D+06

4.25 0.954D-03 0.593D+02 -0.134D+00 0.173D+02 0.653D+04 0.171D+06

4.50 0.765D-03 0.582D+02 -0.447D+01 0.140D+02 0.644D+04 0.171D+06

4.75 0.598D-03 0.563D+02 -0.797D+01 0.110D+02 0.626D+04 0.171D+06

5.00 0.451D-03 0.536D+02 -0.107D+02 0.838D+01 0.602D+04 0.171D+06

5.25 0.323D-03 0.505D+02 -0.128D+02 0.605D+01 0.574D+04 0.171D+06

5.50 0.214D-03 0.469D+02 -0.143D+02 0.403D+01 0.542D+04 0.171D+06

5.75 0.123D-03 0.431D+02 -0.154D+02 0.231D+01 0.507D+04 0.171D+06

6.00 0.465D-04 0.391D+02 -0.159D+02 0.881D+00 0.472D+04 0.171D+06

6.25 -0.153D-04 0.351D+02 -0.161D+02 -0.290D+00 0.435D+04 0.171D+06

6.50 -0.643D-04 0.311D+02 -0.161D+02 -0.122D+01 0.399D+04 0.171D+06

6.75 -0.102D-03 0.272D+02 -0.158D+02 -0.289D+01 0.364D+04 0.171D+06

7.00 -0.130D-03 0.234D+02 -0.151D+02 -0.367D+01 0.330D+04 0.171D+06

7.25 -0.149D-03 0.199D+02 -0.141D+02 -0.421D+01 0.298D+04 0.171D+06

7.50 -0.161D-03 0.166D+02 -0.131D+02 -0.455D+01 0.268D+04 0.171D+06

7.75 -0.167D-03 0.136D+02 -0.119D+02 -0.471D+01 0.241D+04 0.171D+06

8.00 -0.168D-03 0.109D+02 -0.108D+02 -0.474D+01 0.217D+04 0.171D+06

8.25 -0.165D-03 0.855D+01 -0.958D+01 -0.465D+01 0.195D+04 0.171D+06

8.50 -0.158D-03 0.644D+01 -0.842D+01 -0.448D+01 0.176D+04 0.171D+06

8.75 -0.150D-03 0.461D+01 -0.730D+01 -0.424D+01 0.160D+04 0.171D+06

9.00 -0.140D-03 0.304D+01 -0.624D+01 -0.395D+01 0.145D+04 0.171D+06

9.25 -0.128D-03 0.172D+01 -0.525D+01 -0.363D+01 0.134D+04 0.171D+06

9.50 -0.116D-03 0.631D+00 -0.434D+01 -0.330D+01 0.124D+04 0.171D+06

9.75 -0.104D-03 -0.255D+00 -0.352D+01 -0.295D+01 0.120D+04 0.171D+06

10.00 -0.921D-04 -0.957D+00 -0.278D+01 -0.261D+01 0.127D+04 0.171D+06

10.25 -0.803D-04 -0.150D+01 -0.213D+01 -0.228D+01 0.131D+04 0.171D+06

10.50 -0.691D-04 -0.189D+01 -0.156D+01 -0.196D+01 0.135D+04 0.171D+06

10.75 -0.586D-04 -0.216D+01 -0.107D+01 -0.166D+01 0.138D+04 0.171D+06

11.00 -0.489D-04 -0.233D+01 -0.654D+00 -0.139D+01 0.139D+04 0.171D+06

11.25 -0.400D-04 -0.241D+01 -0.307D+00 -0.114D+01 0.140D+04 0.171D+06

11.50 -0.320D-04 -0.242D+01 -0.228D-01 -0.911D+00 0.140D+04 0.171D+06

11.75 -0.249D-04 -0.238D+01 0.205D+00 -0.709D+00 0.139D+04 0.171D+06

12.00 -0.187D-04 -0.229D+01 0.382D+00 -0.532D+00 0.139D+04 0.171D+06

12.25 -0.133D-04 -0.216D+01 0.515D+00 -0.378D+00 0.137D+04 0.171D+06

12.50 -0.869D-05 -0.201D+01 0.610D+00 -0.247D+00 0.136D+04 0.171D+06

12.75 -0.481D-05 -0.185D+01 0.672D+00 -0.137D+00 0.135D+04 0.171D+06

13.00 -0.160D-05 -0.167D+01 0.706D+00 -0.456D-01 0.133D+04 0.171D+06

13.25 0.992D-06 -0.150D+01 0.717D+00 0.282D-01 0.131D+04 0.171D+06

13.50 0.304D-05 -0.132D+01 0.710D+00 0.866D-01 0.130D+04 0.171D+06

13.75 0.461D-05 -0.115D+01 0.689D+00 0.131D+00 0.128D+04 0.171D+06

14.00 0.576D-05 -0.991D+00 0.656D+00 0.164D+00 0.127D+04 0.171D+06

Page 31 ends

svb1x5.gpo

14.25 0.654D-05 -0.839D+00 0.615D+00 0.186D+00 0.126D+04 0.171D+06

14.50 0.702D-05 -0.699D+00 0.568D+00 0.200D+00 0.124D+04 0.171D+06

14.75 0.725D-05 -0.572D+00 0.518D+00 0.206D+00 0.123D+04 0.171D+06

15.00 0.726D-05 -0.457D+00 0.467D+00 0.207D+00 0.122D+04 0.171D+06

15.25 0.711D-05 -0.355D+00 0.415D+00 0.202D+00 0.121D+04 0.171D+06

15.50 0.683D-05 -0.265D+00 0.365D+00 0.194D+00 0.120D+04 0.171D+06

15.75 0.646D-05 -0.188D+00 0.316D+00 0.184D+00 0.120D+04 0.171D+06

16.00 0.601D-05 -0.122D+00 0.270D+00 0.171D+00 0.119D+04 0.171D+06

16.25 0.552D-05 -0.674D-01 0.227D+00 0.157D+00 0.119D+04 0.171D+06

16.50 0.501D-05 -0.221D-01 0.188D+00 0.143D+00 0.118D+04 0.171D+06

16.75 0.449D-05 0.143D-01 0.152D+00 0.128D+00 0.118D+04 0.171D+06

17.00 0.397D-05 0.427D-01 0.120D+00 0.113D+00 0.118D+04 0.171D+06

17.25 0.347D-05 0.640D-01 0.922D-01 0.986D-01 0.119D+04 0.171D+06

17.50 0.299D-05 0.791D-01 0.676D-01 0.850D-01 0.119D+04 0.171D+06

17.75 0.254D-05 0.890D-01 0.463D-01 0.722D-01 0.119D+04 0.171D+06

18.00 0.212D-05 0.943D-01 0.282D-01 0.604D-01 0.119D+04 0.171D+06

18.25 0.174D-05 0.958D-01 0.132D-01 0.495D-01 0.119D+04 0.171D+06

18.50 0.139D-05 0.942D-01 0.784D-03 0.396D-01 0.119D+04 0.171D+06

18.75 0.108D-05 0.901D-01 -0.911D-02 0.307D-01 0.119D+04 0.171D+06

19.00 0.796D-06 0.841D-01 -0.168D-01 0.227D-01 0.119D+04 0.171D+06

19.25 0.547D-06 0.767D-01 -0.224D-01 0.156D-01 0.119D+04 0.171D+06

19.50 0.325D-06 0.683D-01 -0.263D-01 0.924D-02 0.119D+04 0.171D+06

19.75 0.128D-06 0.593D-01 -0.286D-01 0.364D-02 0.119D+04 0.171D+06

20.00 -0.476D-07 0.501D-01 -0.296D-01 -0.136D-02 0.118D+04 0.171D+06

20.25 -0.205D-06 0.409D-01 -0.292D-01 -0.583D-02 0.118D+04 0.171D+06

20.50 -0.347D-06 0.321D-01 -0.278D-01 -0.987D-02 0.118D+04 0.171D+06

20.75 -0.477D-06 0.240D-01 -0.253D-01 -0.136D-01 0.118D+04 0.171D+06

21.00 -0.599D-06 0.166D-01 -0.219D-01 -0.170D-01 0.118D+04 0.171D+06

21.25 -0.715D-06 0.104D-01 -0.176D-01 -0.203D-01 0.118D+04 0.171D+06

21.50 -0.826D-06 0.538D-02 -0.125D-01 -0.235D-01 0.118D+04 0.171D+06

21.75 -0.936D-06 0.186D-02 -0.666D-02 -0.266D-01 0.118D+04 0.171D+06

22.00 -0.105D-05 0.000D+00 0.000D+00 -0.298D-01 0.118D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 4

Page 32 ends

\\VENWEST03\WP_ARCHIVE\2003\3081.002\DIV.SEPT.DOC

APPENDIX D

CALTRANS COMMENTS
DATED DECEMBER 27, 2000

AND FUGRO RESPONSES
DATED JULY 19, 2001
AA-25:2060 19115 : CALTRANS DJ L.1 CF. :STRUCTURE 916 22? 8765 P.02/04

Page 1 of 3 ends

ENGINEERING SERVICE CENTER

DIVISION OF STRUCTURAL FOUNDATIONS
TO; ANDRE H. BOUTFIOS, Chief
Office of Specral Funded Projects(OSFP)
Attention: ralty McCauley
FDN REPORT BY: Fugro West, Inc, DID:

GENERAL PLAN DTD: 11/15/00 FON PLAN DTD:

DATE: December 27, 2000
FILE: 7-VEN-101-KP17.15/18.7
District County R oula Post Mite
7/24/00 Springville Drive Overcrossing
Structure Name
07491601 52-0455 11/15/00
EA Number Bridge Number
Submittal (Check Ons): 12:1 1st 0 2nd 0 3rd 0 4th 0 Other The following review comments are provided based on the Draft Foundation Report, US Route 101/ Springville Drive Interchange, Bridge No. 52-0455, Camarillo, California dated July 24, 2000 submitted by Fugro West, Inc.

A. Foundation Report
Field Exploration:

1. Hollow-stem auger (HSA) borings are not recommended in sandy soils under groundwater table since they may produce lower blow counts due to caving, etc. Rotary wash drilling technique should be used instead, Please rely on CPT data alone to evaluate liquefaction potential since SPT blow counts from HSA borings are not reliable. when groundwater and sandy soils arc encountered.

Settlement:

2. Based on Caltrans requirements, the differential settlement between abutments and adjacent embankment fills should be less than 0.5 inch. Pile groups should also be designed to limit the settlement to 0.5 inch, Please revise accordingly,
Group Reduction Factor for Lateral Pile Analysis:

3. Interaction factors or p-multipliers were used for each pile in LPILE analyses. SO group effect 3Itould have been taken care of in the provided p-y curves. However, an additional reduction factor of 0.8 has also been recommended for bending moments at fixed head conditions. That seems duplicating the group effects.

Please provide supporting documents,
Pile Data Table

4. The information shown in Pile Data Table is incomplete, At abutment 3 location, the Design Tip Elevation is controlled by liquefaction in addition to the load demands of compression, tension, and lateral loads.

Portions of axial pile capacities in liquefiable soils shall be neglected or discounted. The design, tip elevations should not he the same for compression, tension, and lateral loads. Please revise the'l'ilera Table per Caltrans Bridge Memo to Designers (MTD) 3-1.
•
Approval: (D3) Not approved (reoubrr.q to CGS required)._ loMs Yue Wu/Ronnie Gu
Office of Special Funded Projects Office of G ..Zchnicel Support C.C; DSFISaCrarilgrlig) ESO Spectricztionr, end E5timales Section (All Floylom) DS C R. Pending File vcJ 12t9'9
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eL29-:2000 19:15 CALTRRNE DIV OF STRUCTURE
I—Lel/m.)04 IJL IICVICVV

ENGINEERING SERVICE CENTER

OIVISION OF STRUCTURAL FOUNDATIONS
3622? 8765 P.ø3.4

Page 2 of 3 ends

DATE; December 27,2000
FILE: 07-VEN-101-KP17.6/18.7
District County Route Rost Mile
Sprinqille Drive Overcrossirlg
Structure Name
TO: ANDRE H. BOUTROS
Offico al Externally Financed Project$
Attention Patty McCauley
07-191601 52-0455
EA Number t3ridge Number
Lateral Earth Pressures:

5. The ultimate passive resistance for abutment wall under seismic loading conditions shall be recenunendecl in the report. Base on the Caltrans Bridge memo to designers 20-4, 370 lcPa of passive resistance can be used for wall heights greater than or equal to 2.44 m under seismic loading cOnclitions. For abutment wall h:ights less Than 2./11 m, the passive resistance shall be reduced by a factor of H/2.44, where H is the height of the wall..

Seismic Data:

6. Caltrans concurs with the following seismic data;
- Controlling Fault: Simi-Santa Rosa-Northridge Hills (SSN) - Style of fault: Reverse-oblique
- Distance to the bridge: Approximately 0.3 km
MCE: 1.50
PBA: 0,7g
- Soil Profile Type D
The ARS curve from Caltrans Seismic Design Criteria (Version 1.1, July, 1999) Figure B.8 (PBA=0.7g) should be modified for near-fault effect and fault style as follows:
(i) spectral increase by 20% for periods equal or greater than 1_0 second:
(ii) spectral increase by 10% for periods less than 1.0 second according to the style of controlling fault as reverse-oblique.

Liqxdaction Evaluatior_ii
7, Please confirm liquefaction potential by using CPT data only.

8. Downdrag force should be calculated and considered in pile design when the liquefaction induced settlement is more than 0.5 inch. Recommendations on how to incorporate downdrag in pile acceptance criteria should be provided as a note below the Pile Data Table.

9. Liquefaction zones should be indicated in the notes below the Pile Data Table.

Abutment Fills

10. Please include guideline and typical section of the Expansive Soil Exclusion Zone in Bridge Embankment in the Foundation Report and Contract Plans (Refer to Caltrans' web site: http://www. dot.ca.gov/hq/designinfo /osfp.htm).

Revised 12/99
,eTeC-29-2ifiou 19 15 CALTRPNS DI') OF STRUCTURE 91G 227 R76$ P.O1/04 .*

ENGINEERING SERVICE CENTER

OFFICE OF STRUCTURAL FOUNDATIONS
TO; ANDRE H. BOUTROS
Externally Financed Projects Branch
DATE: December 27, 2000
FILM 07-VEN-101-Y.F17.6/18.7
District County Route Past Mae
Springville Drive Overcro,5sins
Structure Name Attention Patty McCauley
07-191601 52-0455
EA Number Bridge Number
B. Contract Plans
H. The Pile Data Table shown in the General Plan shall be consistent with the one in Foundation Report.

12. The recommended Design ARS curve should be shown in the Contract Plans.

C. Log of Test Boring (LOTB)

13. Please show the location, description, and elevation of the benchmark used for determining th top of boring elevations.

14. The proposed support locations shall be shown in the plan on LO

15. Newly prepared LOTB sheets shall be drafted in accordance with Caltrans Bridge Design Aids 15-3, and Drafting and Plans Manual of Instructions, Sheets 2-96, 1997,

16. The note shall be revised to "Visual classification of earth materials based on field inspection is confirmed or revised with laboratory test results as necessary" in Legend 13lock at the left Side_ D. General Comments

17. Please put the Bridge No, on the cover sheet of the final foundation report, 18, All previous Caltrans' Foundation Review Comments and corresponding responses shall be attached in the final foundation report as an appendix.

Please call Yue Wu at (916) 227-7118 for further clarification of these or other issues.

Rovi3ed 12/9
TOTAL F,04
FUGRO WEST, INC.

July 19, 2001
Project No. 97-42-2274
4820 McGrath Street, Suite 100
Ventura, California 93003-7778
Tel (805) 650-7000
Fax: (805) 650-7010
Tetra Tech/ASL Consulting Engineers
3280 East Foothill Boulevard, Suite 350
Pasadena, California 91107-3103
Attention: Mr. Kekoa Anderson
Subject: First Response to Caltrans Review Comments, dated December 7, 2000, Draft Foundation Report, U.S. Route 101/Springville Drive Interchange, Bridge No. 52- 0455, CU 07, EA 191601, KP 26.0, Camarillo, California
Dear Mr. Anderson:

INTRODUCTION
This letter responds to Caltrans Review Comments, dated December 7, 2000, for the US 101/Springville Interchange. As background to this response, we note that evaluations needed in respond to the review comments were initiated back in March 2001. However, evaluations were terminated when Tetra Tech/ASL (TTASL) indicated that issues pertaining to the abutment design were problematic. In late June and early July 2001, lateral load analyses were performed for a revised abutment layout and presented to TTASL. Subsequently, evaluations were again started to address the December 2001, review comments.

Based on conversations with Mr. Ronnie Gu, in mid-March 2001, and in mid-July 2001, evaluations of impacts from downdrag as a result of potential liquefaction-related settlement indicate that substantial changes to the report text are needed. Axial pile capacity evaluations had to be redone to accommodate downdrag loads and to mitigate settlement. Moreover, lateral load analyses have been completely redone using the computer program GROUP and because of the reconfiguration of the abutment. Hence, this letter includes a revised report text, revised and supplemental plates, a revised Appendix C — Calculations, and an Appendix D — Caltrans' Review Comments. The responses to review comments note changes to the report text. Once Caltrans review is completed, we will revise and submit a final Foundation Report.

I P \ 2001 \ 1997 2270N4 RESPLTR 719 DOC
A member of the Fugro group of companies with offices throughout the world.

Tetra Tech/ASL Consulting Engineers
July 19, 2001 (97-42-2274)

REVIEW COMMENTS
A. Foundation Report
Field Exploration:

1. Hollow-stem auger (HAS) borings are not recommended in sandy soils under groundwater table since they may produce lower blow counts due to caving, etc.

Rotary wash drilling technique should be used instead. Please rely on CPT data alone to evaluate liquefaction potential since SPT blow counts from HAS borings are not reliable when groundwater and sandy soils are encountered.

Response to Comment 1: Caltrans preference for using rotary-wash techniques below the groundwater level in sandy soils is acknowledged. As indicated in Appendix C in Fugro (2000), liquefaction-related settlements were estimated using only the CPT data.

Settlement:

2. Based on Caltrans requirements, the differential settlement between abutments and adjacent embankment fills should be less than 0.5 inch. Pile groups should also be designed to limit the settlement to 0.5 inch. Please revise accordingly.

Response to Comment 2: Section 1.1.1 of the Foundation Report has been revised to reflect criteria for differential settlement between abutments and embankment fills. In addition, Section 3.1.2 of the Foundation Report has been revised to reflect evaluations and impacts from potential downdrag from potential liquefaction-related settlement.

Group Reduction Factor for Lateral Pile Analysis:

3. Interaction factors or p-multipliers were used for each pile in LPILE analyses.

Therefore, group effect should have been taken care of in the provided p-y curves.

However, an additional reduction factor of 0.8 has also been recommended for bending moments at fixed head conditions. That seems duplicating the group effects. Please provide supporting documents.

Response to Comment 3: Section 3.1.3 of the Foundation Report has been revised to reflect our re-evaluations of lateral loaded abutment and bent groups. In lieu of evaluation procedures presented previously, lateral load evaluations have been redone using the program, GROUP.

I 11NR2001 \1997-2270 \4-RESPLTR 719 DOC -2-
Tetra Tech/ASL Consulting Engineers
July 19, 2001 (97-42-2274)
Pile Data Table:

4. The information shown in Pile Data Table is incomplete. At abutment 3 location, the Design Tip Elevation is controlled by liquefaction in addition to the load demands of compression, tension, and lateral loads. Portions of axial pile capacities in liquefiable soils shall be neglected or discounted. The design tip elevations should not be the same for compression, tension, and lateral loads. Please revise the Pile Data Table per Caltrans Bridge Memo to Designers (MTD) 3-1.

Response to Comment 4: A revised pile data table is presented as Table 4 - Cast-inSteel-Shell Pile Data in the revised report text.

Lateral Earth Pressure:

5. The ultimate passive resistance for abutment wall under seismic loading conditions shall be recommended in the report. Based on the Caltrans Bridge memo to designers 20-4, 370 kPa of passive resistance can be used for wall heights greater than or equal to 2.44 m under seismic loading conditions. For abutment wall heights less than 2.44 m, the passive resistance shall be reduced by a factor of H/2.44, where H is the height of the wall.

Response to Comment 5: Section 3.2 of the Foundation Report has been revised to include passive resistance from soil behind the abutments.

Seismic Data:

6. Caltrans concurs with the following seismic data:
- Controlling Fault: Simi-Santa Rosa-Northridge Hills (SSN) - Style of fault: Reverse oblique
Distance to the bridge: Approximately 0.3 km
- MCE: 7.50
- PBA: 0.7g
- Soil Profile Type D
The ARS curve from Caltrans Seismic Design Criteria (Version 1.1, July, 1999) Figure B.8 (PBA=0.7g) should be modified for near-fault effect and fault style as follows:
(i) spectral increase by 20% for periods equal or greater than 1.0 second; (ii) spectral increase by 10% by periods less than 1.0 second according to the style of controlling fault as reverse-oblique.

1.1WP\200111997-2270\4-RESPLTR,71900C -3-
Tetra Tech/ASL Consulting Engineers
July 19, 2001 (97-42-2274)
Response to Comment 6: The ARS curve presented as Plate 6 in Fugro (2000) is correct, but the reference to ATC (1996) should been changed to the pertinent Caltrans reference.

Section 3.4.1 of the Foundation Report has been revised to reflect the reference change.

Liquefaction Evaluation:

7. Please confirm liquefaction potential by using CPT data only.

Response to Comment 7: As noted in Section 3.4.3.2 of the Foundation Report, Standard Penetration Test N-values (i.e., blowcounts) were estimated from the CPT data. Those estimated blowcounts were then used to estimate liquefaction-related settlement.

8. Downdrag force should be calculated and considered in pile design when the liquefaction induced settlement is more than 0.5 inch. Recommendations on how to incorporate downdrag in pile acceptance criteria should be provided as a note below the Pile Data Table.

Response to Comment 8: Section 3.1.2 of the Foundation Report has been revised to incorporate impacts from downdrag resulting from potential liquefaction-related settlement.

9. Liquefaction zones should be indicated in the notes below the Pile Data Table.

Response to Comment 9: The pile data table, Table 4 in the revised Foundation Report text, includes notes describing zones of potential liquefaction.

Abutment Fills:

10. Please include guideline and typical section of the Expansive Soil Exclusion Zone in Bridge Embankment in the Foundation Report and Contract Plans (Refer to Caltrans we site: http://www.dot.ca.gov/hq/esc/osfp/design info/osfp.htm Response to Comment 10: Section 3.4.2 of the Foundation Report has been revised to include the "Expansive Soil Exclusion Zone."
B. Contract Plans

11. The Pile Data Table shown in the General Plan shall be consistent with the one in the Foundation Report.

Response to Comments 11: To be presented by TTASL.

12. The recommended Design ARS curve should be shown in the Contract Plans.

Response to Comment 12: To be presented by TTASL.

MP\ 2001 \ 1997-2270\ 4-RESPLTR 719.DOC -4-
Tetra Tech/ASL Consulting Engineers
July 19, 2001 (97-42-2274)
C. Log of Test Borings (LOTB)

13. Please show the location, description, and elevation of the benchmark used for determining the top of boring elevations.

Response to Comment 13: See Plate 3 of the revised Foundation Report

14. The proposed support locations shall be shown in the plan on LOTB.

Response to Comment 14: See Plate 3 of the revised Foundation Report

15. Newly prepared LOTB sheets shall be drafted in accordance with Caltrans Bridge Design Aids 15-3, and Drafting and Plans Manual of Instructions, Sheets 2-96, 1997.

Response to Comment 15: See Plate 3 of the revised Foundation Report

16. The note shall be revised to "Visual classification of earth materials based on field inspection is confirmed or revised with laboratory test results as necessary" in Legend Block at the left side.

Response to Comment 16: See Plate 3 of the revised Foundation Report D. General Comments

17. Please put the Bridge No. on the cover sheet of the final foundation report.

Response to Comment 17: Acknowledged.

18. All previous Caltrans Foundation Review Comments and corresponding responses shall be attached in the final foundation report as an appendix.

Response to Comment 18: A copy of the Caltrans Review Comments, dated December 27, 2000, is attached in Appendix D — Caltrans' Review Comments.

WP 2001 \ 1997-2270\ 4-RESPLTR.719DOC -5-
Tetra Tech/ASL Consulting Engineers
July 19, 2001 (97-42-2274)

CLOSURE
Please contact the undersigned if there are any questions concerning this response.

Sincerely,
FUGRO WEST, INC.

Samuel M. Bryant, G.E. 2142
Associate Engineer
Craig D. Prentice, C.E.G. 1602
Senior Engineering Geologist
SMB/CDP:val
Copies Submitted: Mr. Kekoa Anderson, Tetra Tech/ASL Consulting Engineers (1) Mr. Dan Novak, Tetra Tech/ASL Consulting Engineers (2)
Ms. Patty McCauley, Caltrans (2)
I MR2001 \ 1997-227014-RESPLTR 719.DOC -6-

RESPONSES TO COMMENTS RECEIVED ON THE
DRAFT MITIGATED NEGATIVE DECLARATION 2006-17
Paseo Camino Real
Prepared for:

City of Camarillo
Prepared By:

May 18, 2007
Paseo Camino Real Table of Contents
Responses to Comments Received on Draft MND 2006-17 Page i

TABLE OF CONTENTS
Section Page
I. INTRODUCTION.................................................................................................................................. I-1 II. PUBLIC COMMENTS AND RESPONSES .......................................................................................II-1 III. CORRECTIONS AND ADDITIONS .................................................................................................III-1 IV. MITIGATION MONITORING PROGRAM..................................................................................... IV-1 Paseo Camino Real I. Introduction
Responses to Comments Received on Draft MND 2006-17 Page I-1 I. INTRODUCTION

CEQA REQUIREMENTS
In accordance with Section 15074 of the California Environmental Quality Act (CEQA) Guidelines, the City of Camarillo, as Lead Agency, will consider the Draft Mitigated Negative Declaration (MND) together with the comments received during the public review period and associated responses prior to its decision to approve the proposed project. If the Lead Agency finds, based on the Draft MND and the associated comments and responses, that no substantial evidence exists that the proposed project would have a significant adverse effect on the environment, the Lead Agency would adopt the Final MND, along with the Mitigation Monitoring Program (MMP).

The public review period of the Draft MND for the Paseo Camino Real project, during which interested agencies, organizations, and members of the public were invited to submit written comments, was noticed and conducted in compliance with CEQA Section 21091 and State CEQA Guidelines 15105. The public review period ended on January 4, 2007.

Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-1 II. PUBLIC COMMENTS AND RESPONSES
The Draft MND for the Paseo Camino Real Project was circulated for review on December 14, 2006.

The public review period, during which interested agencies, organizations, and members of the public were invited to submit written comments, was noticed and conducted in compliance with CEQA Section 21091 and State CEQA Guidelines Section 15105. The public review period ended on January 4, 2007.

During the review period, eight letters commenting on the Initial Study were received by the City of Camarillo.

Each comment letter has been assigned a corresponding “number” and the comments in each letter are individually numbered. For example, letter “1” is from the Ventura County Public Works Agency. The first comment from this letter is 1-1 signifying “written comment letter 1, first comment”. Copies of each of the letters received and responses to the issues contained in these letters are included below. Written comment letters were received from the following agencies:

Letter
No.

Commenter Date Received
1 Cheryl J. Powell, IGR/CEQA Program Manager, California Department of Transportation, District 7 February 9, 2007
2 Kim Rodriguez, County Planning Director, County of Ventura, Resource Management Agency, Planning Division January 4, 2007
3 Alicia Stratton, Ventura County Air Pollution Control District January 4, 2007 4 Nazir Lalani, Deputy Director, Ventura County Public Works Agency, Transportation Department, Traffic, Advance Planning & Permits Division
January 4, 2007
5 Paul Callaway, Permit Manager, Ventura County, Watershed Protection District, Planning and Regulatory Division January 4, 2007 6 Rita Graham, Agricultural Land Use Planner, Ventura County Agricultural Commissioner’s Office January 4, 2007
7 Todd L. McNamee, AAE, Director of Airports, County of Ventura, Department of Airports January 4, 2007
8 Christopher Williamson, AICP, Senior Planner, City of Oxnard, Planning and Environmental Services Division January 12, 2007
9 Cy Johnson, Development Programs Administrator, Calleguas Municipal Water District December 20, 2006

PUBLIC COMMENTS AND RESPONSES
The following pages contain a copy of the written comment letters and the responses to these comments. 1-1
Letter 1
1-2
1-3
1-4
City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-4 Letter Number 1
Cheryl J. Powell, IGR/CEQA Program Manager, California Department of Transportation, District 7
February 5, 2007
Comment 1-1
The California Department of Transportation acknowledges receipt of the Mitigated Negative Declaration (MND) prepared for the Paseo Camino Real development project. The development consists of up to 499,000 square feet of retail, commercial and restaurant use. The project site is located adjacent to U.S.

Highway 101 to the south and west of Las Posas Road. We have reviewed the traffic information submitted and have the following comments:

We note the proposed Paseo Camino Real development project is projected to generate approximately 19,300 average daily vehicle trips, with 411 trips occurring during the AM peak hour and 1809 during the PM peak hour. The project’s trip generation results in 2500 average daily trips over the originally planned use, a reduction of 119 trips during the AM peak hour and an increase of 193 trips during the PM peak hour.

The addition of project traffic would result in significant impacts to Las Posas Road and U.S. 101 northbound and southbound ramps. However, the following mitigation is being proposed:
• TRA-1 The developer shall pay the Traffic Impact Fee as established by Camarillo Municipal Code.

Payment of this fee reflects a pro-rata (fair share) of traffic mitigation improvements within the City that include widening of Las Posas Road across the US101 freeway overpass. • TRA-3 The project applicant shall design and construct the project to widen US-101 freeway northbound off-ramp at Las Posas Road to provide a dual-left turn and separate right-turn lane including associated traffic signal modifications.
• TRA-4 The developer shall coordinate the design and construction of all project improvements with the City’s capital improvement plan that includes the Springville Interchange. The developer shall dedicate sufficient right-of-way for the Springville interchange project including Springville Drive.

Response:

This comment summarizes information that is presented in the Draft MND. No further response is required.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-5 Comment 1-2
We remind you that proposed transportation mitigation projects listed above (TRA-1, TRA-3, TRA-4) would require an encroachment permit from this Department. You may contact our office of permits in Ventura County at (805) 650-7179 to obtain information and start the process.

Response:

The City of Camarillo understands that an encroachment permit would be required for implementation of mitigation measures TRA-3 and TRA-4. Implementation of mitigation measure TRA-1 would not require an encroachment permit since it requires the project developer to simply pay the Traffic Mitigation Fee to the City of Camarillo. The City would need to obtain an encroachment permit for any applicable work that it does as to the Las Posas Road overpass.

Comment 1-3
We are aware that the City has been coordinating the design of the future Springville Interchange with Caltrans and that it is nearly completed. It would be desirable that the new interchange is completed prior to buildout of the proposed development project.

Response:

The City recognizes that it will be desirable to construct the Springville Interchange prior to buildout of the Paseo Camino Real Project. This may or may not occur as it is dependent upon a number of factors that are being negotiated between the City of Camarillo and all of the property owners that would have to provide land for the new interchange.

Comment 1-4
We note the traffic impact study does not include an analysis of mainline US-101 through lanes.

According to the Ventura County General Plan, US-101 currently operates at level of service F at Central Avenue. Per Ventura County’s general plan (2006 update), this segment of US-101 may operate at less than adequate level of service by 2020, if no improvement are made. Table 5 of the traffic study indicates that the proposed development would add approximately 500 (1800*30%) vehicle trips eastbound and 450 (1800*25%) westbound to US 101 highway. Generally, we request a main-line analysis is prepared for developments that generate 100 or more trips assigned to a State highway facility. We request the traffic analysis be revised to include an analysis of mainline US-101 from Central Avenue to Lewis Road/Dawson Drive. We are particularly interested in existing operating conditions, as well as projected future conditions or cumulative plus project scenario. A discussion of the City’s effort to address cumulative and regional transportation impacts would also be helpful.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-6 Response:

Caltrans and the Ventura County Transportation Commission (VCTC) have previously documented that the segment of U.S. Highway 101 in the Camarillo area should be upgraded by adding one lane in each direction to provide a continuous eight-lane facility. The need for widening this facility is generated by regional traffic growth to the year 2025, not isolated to traffic generated by the proposed project. Improvements for mainline freeway segments are programmed through VCTC and are funded through various State/Federal funding sources, local sales tax and gas taxes. No formal funding for this improvement has been committed at this time. The City of Camarillo has contributed a fair-share contribution towards mainline freeway improvements by reconstructing freeway interchange bridges with longer spans to accommodate future mainline widening projects. Furthermore, the project developer would pay the Traffic Mitigation Fees to the City that would partially finance off-site projects that accommodate future widening on the mainline freeway (e.g., interchange reconstruction, ramp improvements, and intersection improvements adjacent to freeway ramps). As part of the Project Study Report approved by Caltrans, the proposed Springville interchange is consistent with long-range Highway 101 plans. The proposed project is dedicating the right-of-way in the project area necessary for the completion of the proposed Springville interchange. The right-of-way dedication for the proposed Springville interchange and City Traffic Impact Fees represent a fair share contribution towards Highway 101 capacity improvements. 2-1
Letter 2
City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-8 Letter Number 2
Kim Rodriguez, County Planning Director, County of Ventura, Resource Management Agency, Planning Division
2 January 2007
Comment 2-1
Thank you for the opportunity to review and comment on the subject document. Attached are the comments that we have received resulting form intra-county review of the subject document.

Your proposed responses to these comments should be sent directly to the commenter, with a copy to Chuck Anthony, Ventura County Planning Division, L#1740, 800 S. Victoria Avenue, Ventura, CA 93009.

If you have any questions regarding any of the comments, please contact the appropriate respondent.

Overall questions may be directed to Chuck Anthony at (805) 654-3683.

Response:

This letter serves as a cover letter for the comments that were received from intra-county review of the Draft MND. Comments provided in the attached letters are responded to on subsequent pages. 3-1
3-2
Letter 3
City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-10 Letter Number 3
Alicia Stratton, Ventura County Air Pollution Control District 2 January 2007
Comment 3-1
We concur with the findings of the mitigated negative declaration that significant short-term (construction) and long-term (operational) air quality impacts will result from the project. The daily operational emissions would exceed the thresholds on significance of 25 lbs/day of reactive organic compounds and oxides of nitrogen. The mitigation measures described on Pages IV-14 through IV-17 adequately address both short-term and long-term air quality impacts.

Response:

This comment concurs with the analysis in Section 3, Air Quality in the Draft MND. No further response is required.

Comment 3-2
In addition to the mitigation measures in the above section, we recommend the following measure to be included in the construction mitigation measures:
• Material stockpiles shall be enclosed, covered, stabilized, or otherwise treated, to prevent blowing fugitive dust offsite.

Response:

In response to this comment, the recommended measure has been added to Mitigation Measure AQ-1 in the Final MND. See Section III, Corrections and Additions as well as Section IV, Mitigation Monitoring Program in this Responses to Comments document.

Letter Number 4
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City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-13 Letter Number 4
Nazir Lalani, Deputy Director, County of Ventura, Public Works Agency, Transportation Department, Traffic, Advance Planning & Permits Division 28 December 2006
Comment 4-1
We generally concur with the comments in the Initial Study and MND for those areas under the purview of the Transportation Department. The proposed project is estimated to generate 19,306 additional daily trips, 411 AM PHT and 1809 PM PHT. No project specific impacts on County roadways were identified in the Initial Study and MND.

Response:

This comment concurs with the analysis in Section 15, Transportation and Traffic in the Draft MND. No further response is required.

Comment 4-2
Table 5 (Project Trip Distribution) in the Traffic Study is not consistent with Figure 7. Table 5 has 17% of the project trips traveling north on Las Posas Road and 10% of the trips traveling south on Las Posas Road. Figure 7 has 10% of the project trips traveling north on Las Posas Road and 17% of the trips traveling south on Las Posas Road. The Traffic Study should verify the trip distribution and make the appropriate changes.

Response:

The traffic study has been amended to reflect the accurate trip distribution and this correction has been carried over into the Draft MND document in Appendix F as shown in Section III, Corrections and Additions.

Comment 4-3
The cumulative impact of this project, when considered with the cumulative impact of all other approved (or anticipated) development projects in the County is potentially significant. The condition for paying the County Traffic Impact Mitigation Fee (TIMF) to address the cumulative impacts of this project on the County Regional Road Network is included in the Traffic Study, but not in the mitigation measures as listed in the MND. The MND should be revised to include the mitigation measure for the cumulative impact of traffic from this project on Ventura County Road Network.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-14 Response:

The recommended mitigation measure has been added to the Draft MND as requested. Refer to Section III, Corrections and Additions as well as Section IV, Mitigation Monitoring Program. Implementation of this mitigation measure would ensure that potential cumulative traffic impacts are reduced to less-thansignificant levels.

Comment 4-4
Based on the information provided in the MND and the Reciprocal Agreement between the City of Camarillo and the County of Ventura, prior to the issuance a building permit for the new construction for each project, the applicants will be required to pay a TIMF to the County of Ventura. The fee is estimated to be:
19,306 ADT x $34.96 = $674,937.76
The above is an estimate only based on information provided in the MND. The above TIMF may be subject to adjustment at the time of deposit, due to provisions in the Traffic Impact Mitigation Ordinance allowing the fee to be adjusted for inflation based on the Engineering News Records (ENR). If the project cumulative impacts are not mitigated by payment of a TIMF, current General Plan policy will require County opposition to this project.

Our review is limited to the impacts this project may have on the County’s Regional Road Network.

Response:

The TIMF is a component of the City of Camarillo Traffic Mitigation Fee Project. Therefore, contribution to the TIMF is already addressed through mitigation measure TRA-1 of the Draft MND as well as one of the City’s standard Conditions of Approval. City staff calculates the final contribution at a later stage of project development using the methodology approved by the City of Camarillo City Council. Upon payment of the Traffic Mitigation Fee, the City would forward the TIMF portion to the County.
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Letter 5
City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-16 Letter Number 5
Paul Callaway, Permit Manager, Ventura County, Watershed Protection District, Planning and Regulatory Division
29 December 2006
Comment 5-1
We concur with the Initial Study Environmental Checklist for Evaluation of Environmental Impacts Section VIII.) Hydrology and Water Quality Item b. and Item f. findings that are marked as having Less than Significant Impacts. We reviewed the Evaluation of Environmental Impacts Section XVI.) Utilities Item d. and concur with the Initial Study’s checklist of having a Less than Significant Impact.

Response:

This comment concurs with the analysis in Section 8, Hydrology and Water Quality and Section 16, Utilities and Service Systems in the Draft MND. No further response is required.

Comment 5-2
The Hydrology and Water Quality Section of the Environmental Impact analysis section of the Mitigated Negative Declaration states in subsection “D” that “the project would increase the amount if impervious surface area on the site, therefore increase the amount of surface runoff”… This is unacceptable to the VCWPD as we have a deficient system downstream of the site. Please describe how this impact will be addressed, i.e.: working with VCWPD to produce added downstream detention under an agreement with VCWPD.

Response:

As discussed in Section 8(d), the City of Camarillo Master Plan of Drainage was updated in 1998. This Master Plan included provision for storm drainage on the project site as part of the Airport North Specific Plan. Therefore, the increase surface runoff which would be attendant to the conversion of agricultural land uses to commercial land uses has already been accommodated for in the relevant planning documents. Additionally, storm drain facilities are currently being improved on the project site.

However, the project developer would be conditioned to work with VCWPD relating to any storm drain connections to the Camarillo Hills Drain. Therefore, the capacity of existing or planned stormwater drainage systems or result in flooding on- or off-site and impacts would be less than significant. 6-1
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Letter 6
Office of

AGRICULTURAL COMMISSIONER
P.O. Box 889, Santa Paula, CA 93061
815 East Santa Barbara Street
Telephone: (805) 933-3165, (805) 647-5931
FAX! (805) 525-8922
Agricultural Commissioner
W. Earl McPhail
Chief Deputy
David Buettner
County of Ventura
Agricultural/Urban Buffer Policy Revised 7/19/06
The purpose of this policy is to protect the public health, safety and welfare of the citizens of Ventura County and protect the economic viability and long-term sustainability of the Ventura County aOcuiltural industry.

New urban developments (and non-farming activities) should be required to lessen public and animal exposure to agriCutural chemicals, dust, noise and odors and protect agricultural operations and land from vandalism, pilferage, trespassing and complaints against standard legal agricultural practices.

This Policy provides guidelines to prevent and/or mitigate conflicts that may arise at the agricultural/urban interface. It applies where urban structures or ongoing non-fanning activities are permitted adjacent to land 1) in crop or orchard production; or 2) classified by the California Department of Conservation Important Farmland Inventory as Prime, Statewide lineortanec, Unique or Local Importance farmland These guidelines apply to projects requiring discretionary approval by the county or a city where the proposed non-farming activity is abutting or on land zoned AE, OS or RA, arid the farming activity is located outside a Sphere of Influence, as adopted by LAPCO_ The Agricultural Policy Advisory Committee (APAC) or the Agricultural Commissioner may grant an exemption to these policies on a case-by-case basis, where physical factors prevent or alleviate the need for compliance, Where Applicable, urban developments or non-agricultural uses shall be conditioned to provide and maintain a 300-foot setback and chain-link fence on the non-agricultural property between the urban use and the agriculture, or a 150-foot buffer/setback if a vegetative screen as described below is used.

APPLYING THE POLICY TO NEW DEVELOPMENT
New dwellings, non-agricultural work sites and ongoing outdoor public activities potentially conflict with agricultural Vocations- A buffer/setback and fencing are therefore needed on these sites when they are developed adjacent to the qualifying agricultural land_ A 360-foot setback to new structures' and sensitive uses is required on the non-agricultural property unless a vegetative screen is in,stalled. With a vegetative screen the buffer/setback is a minimum of) 50,feet Fencing requirements:

A reinforced 8-foot chain link fence with top bar is required on applicable urban developments to deter pilferage and vandaliRn of crops. Placement is nearest the agricultural side. It the agricultural field has a fence, the requirement may be satisfied.

Minimum standards for yeeetative screen (shelter belt):
• Two staggered rcrivs of trees and sbrthS characterized by evergreen foliage that extends from the base of the plant to the crown
• Trees and shrubs should be vigorous, drought tolerant and at least 6 feet in height at the time of installation • Plants should have 5" to 75% porosity- (ie, approximately 50% to 75610 of the plant 'is air space) • Plant height should vary in. order to capture drift within 4 feet aground applications ,• A mature height of 15 feet or more is required for trees ON COPY TO:

Terrr-Ftr/. pvv
— Serving Ventura County since 1895
EI1/6'd 88228828:0i 6022 1729 208 _WM 9NINNU1d MN:Wiled 917:TT L002-i?O-Ntlf • To ensure adequate coverage, 2 staggered rows should be located 5 feet apart and consist of minimum 5 gallon plants at least 6 feet tall planted in feet on center • Recommended Plants include: Toyon (fleteromelcs arbunPlia), Sugarbush (Rhus ovaia), Laurel sumac (Malostna laurina) and Italian cypress (Cupressus sempervirens) ▪ A long-term plan shall be in place for maintaining the vegetative shelter belt The following USES are acceptable within 309 feet of agriculture:
• Parking lots and garages
• Landscaping/hardscape
• Storage sheds or open storage
• Greenhouse structures with venting away from the non-agicultural area • Wooden or chain link fencing
• Some types of livestock such as range cattle or sheep (other livestock only as approved by APAC) • Roads and drainage facilities
• Farmworker dwellings where notification between farmer and occupants can easily occur prior to spraying • Low human-intatsity uses as approved by APAC
The following uses are acceptable within 150 feet of agriculture with a vegetative screen (shelter hell):
• All uses acceptable within 300 feet
• Front yard setbacks
• Hiking, bike or bridle paths
• Single-use facilities for government, institutional or educational use where agreements and notification between parties can easily occur prior to spraying
• Farm and produce stands where notification between farmers and occupants can easily occur prior to spraying
• Agricultural Tourism in accordance with a Condition Use Permit (CUP)

APPLYING THE POLICY TO MODIFICATIONS OF EXISTING USES/ACTIVITIES • All Policy guidelines apply where feasible
The following apply where existing structures do not allow a 300-foot or 150-foot setback:
• Installation of a reduced vegetative screen
• Reinforced 8-foot chain link fence (minimum requirement) • Information exchange for agricultural spraying notification • Posting of Right-to-Farm Ordinance at the site of existing uses/activities • Agreement to modify existing cooperative practices, if needed The followine apply where a school is located directly within 300 feet of agriculture:
• All K-12 school construction within 390 feet of agriculture requires a public meeting by APAC.— and is strongly discouraged within 1/4-mile of agriculture
• When a school is located directly within 300 feet of agriculture, the recommendations in Farming Near Schools, A Community Guide for Protecting Children (available from the Agricultural Commissioner's Office or www_agfuturesalliancenet) shall be followed by both the farmer and the school These Guidelines were developed in part from data from Spray Drift Task Force (1997), established in response to EPA spray drift data requirements_
— Serving Valium Couno,since 1895
OT/OT'd 882S8828:01 6a2 t79 1=20 WINNUld LIWd:WMIJ Li7=TT L002-i70-NUf City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-20 Letter Number 6
Rita Graham, Agricultural Land Use Planner, Ventura County Agricultural Commissioner’s Office
2 January 2007
Comment 6-1
However, we note the project description includes a 499,000 square foot commercial center on land that may abut farmland in the county jurisdiction. For new human-intensive uses abutting farmland, the Ventura County Agricultural Policy Advisory Committee (APAC) recommends application of its Agricultural/Urban Buffer Policy (adopted 7/19/06).

A copy of the Buffer Policy is attached.

Generally, conversion of farmland classified by the California Department of Conservation as “farmland” in an amount exceeding the decision-making jurisdiction’s threshold of significance requires a Statement of Overriding Considerations.

Response:

As shown in Figure II-2 and discussed on page II-4 of the Draft MND, the proposed project site is located within the Airport North Specific Plan area as are the areas to the east and west of the project site. The Airport North Specific Plan area is located within the City of Camarillo. The areas to the east of the project site are developed with Camarillo Town Center and Camarillo Town Center II developments. The properties to the west of the site are currently used for agricultural production, but are designated for Research and Development in the Airport North Specific Plan and zoned LM. The Ventura Freeway is located to the immediate north of the project site and the area to the immediate south of the project site is the remaining 3.64 acres of the property that includes the project site. This area is designated for Research and Development in the Airport North Specific Plan. To the south of this area is the Camarillo Hills Drain and Camarillo Airport. Therefore, the proposed project would not abut any farmland in the County jurisdiction.

As discussed in Section 2(a) of the Draft MND, the Airport North Specific Plan EIR identified the individual and cumulative loss of farmland in the Oxnard Plain as a significant adverse impact and a Statement of Overriding Conditions was prepared and adopted prior to adoption of the Specific Plan.

Therefore, this issue has already been addressed, no new impact would occur, and a second Statement of Overriding Considerations is not required.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-21 Comment 6-2
Secondly, placement of non-farming uses next to existing farming or farmland would typically garner a recommendation by APAC for a 300-foot setback (or 150-foot setback with vegetative barrier) on the project site as a buffer between the adjacent incompatible uses.

Response:

As discussed in the response to Comment 3-1, the area to the immediate west of the project site is currently planned to accommodate the future extension of Springville Drive, which would be constructed along with the entire U.S. 101/Springville Drive Interchange, which was approved by the City of Camarillo City Council in 1999. The western-most building at the project site would be located approximately 160 feet from any agricultural operations. In addition, the agricultural operations on the parcels to the west of the projects site would be temporary and have already been planned for in the implementation of the Airport North Specific Plan. As such, any additional setback for the proposed project is not necessary to ensure compatibility with agricultural operations or properties.

Comment 6-3
For clarification of any provisions of the Buffer Policy, please contact me at the address below. City planning officials and project proponents are encouraged to make presentations to APAC and receive comments. The Agricultural Policy Advisory Committee schedules public meetings the second Wednesday of each month. Please call, below, if you wish to place a project on APAC’s agenda and confirm meeting dates.

Response:

This comment does not address any analysis contained in the Draft MND and no further response is required.
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Letter 7
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City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-24 Letter Number 7
Todd L. McNamee, AAE, Director of Airports, County of Ventura, Department of Airports 4 January 2007
Comment 7-1

1. Hazards and Hazardous Materials (7.e.) The avigation easement referenced on page 32 of the MND extends over the property approximately 400 feet north of the airport boundary. The 7:1 height restriction will not restrict building/structure heights located beyond the extent of the easement.

Response:

This comment provides information which may be useful but does not address any issues of adequacy within the analysis of the Draft MND. The information about the avigation easement will be forwarded to the decision-making authorities and no further response is required.

Comment 7-2

2. Noise (11.e) An examination of the noise contour maps adopted in the F.A.R. Part 150 Noise Compatibility Study indicates that the southern-most portion of the property lies between the 65 and 70 CNEL noise contour and a good portion of the property within the 60-65 CNEL noise contour.

The site is also subject to noise from helicopter training activities due to the location of a helicopter training traffic pattern and the integration of the use of helicopter training pads constructed in 2002 pursuant to the airport master plan. I am concerned that helicopter noise could be an issue for future users of the proposed parcels; especially those customers visiting the retail centers and restaurants.

Response:

The proposed commercial uses are not considered to be sensitive to noise. As discussed in Section 7(a) of the Draft MND, the City of Camarillo allows new commercial and office buildings to be constructed where the average exterior noise environment is up to 77 dBA CNEL, provided that the buildings are constructed using conventional design and that fresh air supply systems or air conditioning are provided to allow windows to be kept closed. Therefore, the noise associated with aircraft flying over the project site would not exceed City standards for commercial and office uses and would not constitute a significant impact under CEQA. The noise levels experienced by employees and customers of the project site would be very similar to the noise levels experienced by the employees and customers of the Camarillo Town Center and Camarillo Town Center II developments located to the east of the site and also located near Camarillo Airport.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-25 Comment 7-3

3. Airport Comprehensive Land Use Plan. The airport CLUP guidelines require the granting of an avigation easement and the recording of a fair disclosure agreement/covenant document because the project is located within the traffic pattern zone.

Given the above items, I request that as a condition of approval, the developer be required to grant the County of Ventura an avigation easement that would include the elements of the Federal Aviation Administration’s Model Avigation Easement, which encompasses the right to conduct normal airport operations, including noise, dust, fumes, pollution; prohibition on electronic/radio interference, hazardous lighting, erection of obstructions that are hazards to aviation. The easement will afford adequate protection for airport operations that are not embodied in the present easement referenced in the MND.

We will be able to provide easement documents for execution upon request. Also, per the CLUP, a fair disclosure/covenant document is required to be executed and recorded.

Response:

This comment includes a request for an avigation easement over the project site but does not address any issues of adequacy within the analysis of the Draft MND. The request for the avigation easement will be forwarded to the decision-making authorities and no further response is required. 8-1
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Letter 8
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City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-29 Letter Number 8
Christopher Williams, AICP, Senior Planner, City of Oxnard, Planning and Environmental Services Division
4 January 2007
Comment 8-1
Thank you for providing the City of Oxnard an opportunity to comment on MND 2006-17 for the proposed Paseo Camino Real project. The proposed project would consist of up to 429,469 sf of retail, 29,531 sf of restaurants, and 40,000 sf of office space located adjacent and west of the Home Depot store on Ventura Blvd.

We have one comment on related projects list, two on the circulation analysis, and one suggested mitigation for the traffic analysis section.

Response:

These paragraphs provide an introduction to the following comments. No further response is required.

Comment 8-2
Related Projects List
The Related Project Database included as Appendix A does not include the Sakioka Farms nor the Camino Real (Power Machinery) Business Park Specific Plans within the City of Oxnard, currently under CEQA review and located about two miles due west of the Paseo Camino Real project site. Both areas are within Oxnard City Limits.

The two City of Oxnard specific plans are proposed as follows:

Camino Real Business Park Sakioka Farms
Total size 46.36 ac 388 ac.

Business/Research Park 418,000 sf 2.5 million sf
Light Industrial 593,940 sf 5.5 million sf
Office 400K sf
Commercial 100K sf
Residential 890 units
We request that the cumulative traffic, air quality and noise analyses take into account the buildout of these two specific plans. For analysis purposes, you can assume they will develop evenly over 12 years between 2008 and 2020.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-30 Response:

In accordance with practice of the City of Camarillo, the evaluation of cumulative impacts focused on those projects that are located within the City of Camarillo and would affect the same service areas as the proposed project.

The traffic analysis included two scenarios. The Existing + Approved scenario assumed the development of approved projects in the area. This scenario was developed as the baseline for assessing project-specific impacts and was based on the list of projects shown in Appendix A of the Draft MND. As stated in the City of Oxnard's letter, the Camino Real Business Park and Sakioka Farms projects would be developed over the 12-year period between 2008 and 2020. Thus, these two projects should not be included in the Existing + Approved baseline scenario developed for assessing project-specific impacts for the Paseo Camino Real project.

The second scenario included in the traffic analysis prepared for the proposed project assesses Year 2025 traffic conditions. The Year 2025 traffic conditions assume buildout of the land uses contained in the City of Camarillo General Plan as well as regional growth throughout the County and surrounding areas, including the City of Oxnard. The traffic volumes were forecasted using the City's Traffic Model. The City's Traffic Model includes regional growth factors derived from the VCTC traffic model. Thus, the Year 2025 traffic forecasts include the future developments planned in the City of Oxnard as tracked by the VCTC.

Comment 8-3
Circulation Comment #1
Our concern is the 101 Freeway segment between Camarillo and Oxnard, specifically Del Norte and the new Springhill interchanges. The impacts shown in tables IV-13 to IV-16 are limited to freeway on and off-ramps and do not look at through traffic volumes. We request that a capacity analysis for the 101 Freeway be included in the traffic analysis.

Response:

Caltrans and VCTC have previously documented that the segment of U.S. Highway 101 in the Camarillo area should be upgraded by adding one lane in each direction to provide a continuous eight-lane facility. The need for widening this facility is generated by regional traffic growth to the year 2025, not isolated to traffic generated by the proposed project. Improvements for mainline freeway segments are programmed through VCTC and are funded through various State/Federal funding sources, local sales tax and gas taxes. No formal funding for this improvement has been committed at this time. The City of Camarillo has contributed a fair-share contribution towards mainline freeway improvements by reconstructing freeway interchange bridges with longer spans to accommodate future mainline widening projects. Furthermore, the project developer would pay the Traffic Mitigation Fees to the City that would partially finance off-site projects that accommodate future widening on the mainline freeway (e.g., interchange reconstruction, ramp improvements, and intersection improvements adjacent to freeway ramps). As part of the Project Study Report approved by Caltrans, the proposed Springville interchange is consistent with long-range Highway City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-31 101 plans. The proposed project is dedicating the right-of-way in the project area necessary for the completion of the proposed Springville interchange. The right-of-way dedication for the proposed Springville interchange and City Traffic Impact Fees represent a fair share contribution towards Highway 101 capacity improvements.

In addition, the proposed project involves the development of a commercial center which would include local-serving retail uses aimed at the local consumer and employee population within the City of Camarillo. As such, consideration of through traffic volumes was deemed to be unnecessary by the City of Camarillo in the Draft MND. The future uses at the project site are anticipated to largely be chain stores of which similar stores are also available in the City of Oxnard and would therefore make it unlikely that customers would travel to the same store in Camarillo.

Comment 8-4
Circulation Comment #2
The Del Norte, Rice, Rose, Vineyard, and Oxnard intersections with the 101 Freeway are not included in the traffic analysis. We request that these five intersections be included in a revised traffic study.

Response:

The trip generation analysis for the proposed project shows that development of the proposed land uses would result in a net decrease of 119 trips during the A.M. peak hour and a net increase of 193 trips during the P.M. peak hour when compared to the land uses that could be developed under the existing General Plan designations. The traffic distribution model shows that 25% of the project's traffic would be oriented to the west on U.S. Highway 101. Distribution of the 48 additional P.M. peak hour trips would not significantly impact the 5 interchanges within the City of Oxnard. The modeling shows that less than 10 P.M. peak hour trips would be added to any one of the interchanges in the City of Oxnard, which would not significantly impact their operations.

Comment 8-5
Mitigation Measure
The Camino Real Business Park Specific Plan includes a right-of-way about one-quarter mile south of the 101 freeway for the eastward continuation of Gonzales Road to connect to an arterial in Camarillo, possibly a realigned and widened Ventura Road, providing an alternative connection between the two cities reducing trips on the 101 Freeway. We propose a mitigation measure that would have the cities of Oxnard and Camarillo and the County of Ventura study the feasibility of creating such a secondary arterial connection. A proposed alignment is attached.

City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-32 Response:

The proposed project would realign and improve Ventura Boulevard consistent with the City of Camarillo General Plan Circulation Element. Ventura Boulevard is a frontage road on the south side of U.S. Highway 101 that extends between Central Avenue and Las Posas Road (and beyond). Creating a new east-west roadway connection between Gonzales Road and the City of Camarillo, as suggested in this comment, is not required to mitigate impacts generated by the proposed project and would be inconsistent with the City of Camarillo General Plan Circulation Element.
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Comment Letter No. 9
City of Camarillo May 2007
Paseo Camino Real II. Public Comments and Response
Responses to Comments Received on Draft MND 2006-17 Page II-34 Letter Number 9
Cy Johnson, Development Programs Administrator, Calleguas Municipal Water District 18 December 2006
Comment 9-1
Thank you for providing Calleguas Municipal Water District a copy of the Draft Mitigated Negative Declaration 2006-17 for the Paseo Camino Real. As you are aware, the land underlying the proposed development was annexed to Calleguas in 2004 as Calleguas Annexation No. 77. Therefore, annexation to Calleguas need not be a condition for project approval.

Calleguas noted that the Utilities and Service Systems discussion on Pages IV-72 and IV-73 uses 1999 data to establish Calleguas’ delivery capacity to the City of Camarillo. In particular, it states that Callleguas can provide up to 23 mgd of potable water to the City. Calleguas’ 2005 Urban Water Management Plan confirms that the District can meet the City’s projected water purchases from Calleguas through 2030, when Camarillo estimates its demand from the District will be approximately 7,400 acrefeet per year. On an average daily basis, this equates to 6.6 mgd. Calleguas feels that this figure is a more realistic statement to the District’s capacity available to Camarillo.

Response:

The discussion of project-specific and cumulative water supply impacts has been revised in the Final MND based on this comment. See Section III, Corrections and Additions in this Responses to Comments document.

Paseo Camino Real III. Corrections and Additions
Responses to Comments Received on Draft MND 2006-17 Page III-1 III. CORRECTIONS AND ADDITIONS
The following corrections and additions are set forth to update the Paseo Camino Real project Draft MND in response to the comments received during and after the public review period, as well as City staff directed changes. Changes to the Draft MND are listed by section. Changes are shown below as strike out of old text followed by new text.

1. AESTHETICS
No changes are necessary.

2. AGRICULTUR RESOURCES
On page IV-11, the first sentence of the first paragraph under Section (c) should is corrected to read:

Potentially Significant Impact Unless Mitigation Incorporated. Less than Significant Impact. Please refer to Section 2(a) above.

3. AIR QUALITY
Mitigation measure AQ-1 on pages IV-14 and IV-15 is revised to read:

AQ-1 The project developer shall implement fugitive dust control measures in accordance with VCAPCD recommendations. The project developer shall include in construction contracts the control measures required and recommended by the VCAPCD at the time of development.

Examples of the types of measures currently required and recommended include the following:
• The area disturbed by clearing, grading, earthmoving, or excavation operations shall be minimized on a daily basis to prevent excessive amounts of dust. • Pre-grading/excavation activities shall include watering the area to be graded or excavated before commencement of grading or excavation operations. Application of water should penetrate sufficiently to minimize fugitive dust during grading activities. • All trucks shall be required to cover their loads as required by California Vehicle Code §23114.
• All graded an excavated material, exposed soil areas, and active portions of the construction site, including unpaved on-site roadways, shall be treated to prevent fugitive dust. Treatment shall include, but not necessarily be limited to, periodic watering, application of environmentally-safe soil stabilization materials, and/or roll-compaction, as appropriate.

Watering shall be done as often as necessary.
• Material stockpiles shall be enclosed, covered, stabilized, or otherwise treated, to prevent blowing fugitive dust offsite.

City of Camarillo May 2007
Paseo Camino Real III. Corrections and Additions
Responses to Comments Received on Draft MND 2006-17 Page III-2 • Graded and/or excavated inactive areas of the construction site shall be monitored by a Citydesignated person at least weekly for dust stabilization. Soil stabilization methods, such as water and roll-compaction, and environmentally-safe dust control materials, shall be periodically applied to portions of the construction site that are inactive for over four consecutive days. If no further grading or excavation operations are planned for the area, the area should be seeded and watered until grass growth is evident, or periodically treated with environmentally-safe dust suppressants, to prevent excessive fugitive dust. • Signs shall be posed on-site limiting traffic to 15 miles per hour or less. • During periods of high winds (i.e., wind speed sufficient to cause fugitive dust to impact adjacent properties), all clearing, grading, earth moving, and excavation operations shall be curtailed to the degree necessary to prevent fugitive dust created by on-site activities and operations from being a nuisance or hazard, either off-site or on-site. The site superintendent/supervisor shall use his/her discretion in conjunction with the VCAPCD in determining when winds are excessive.
• Adjacent paved streets and roads shall be swept at least once per day, preferably at the end of the day, if visible soil material is carried over to the adjacent paved streets and roads. • Personnel involved in grading operations, including contractors and subcontractors, should be advised to wear respiratory protection in accordance with California Division of Occupational Safety and Health regulations.

4. BIOLOGICAL RESOURCES
No changes are necessary.

5. CULTURAL RESOURCES
No changes are necessary.

6. GEOLOGY AND SOILS
Mitigation measure HAZ-2 on page IV-32 is revised to read:

HAZ-2 Prior to project development all building plans must be submitted to the City of Camarillo Department of Building and Safety Community Development to review for consistency with all applicable avigational easements.

7. HAZARDS AND HAZARDOUS MATERIALS
No changes are necessary.

City of Camarillo May 2007
Paseo Camino Real III. Corrections and Additions
Responses to Comments Received on Draft MND 2006-17 Page III-3

8. HYDROLOGY AND WATER QUALITY
No changes are necessary.

9. LAND USE AND PLANNING
No changes are necessary.

10. MINERAL RESOURCES
No changes are necessary.

11. NOISE
No changes are necessary.

12. POPULATION AND HOUSING
No changes are necessary.

13. PUBLIC SERVICES
No changes are necessary.

14. RECREATION
No changes are necessary.

15. TRANSPORTATION/TRAFFIC
Mitigation Measure TRA-9 is corrected and renumbered to be TRA-7, following TRA-6.

The following mitigation measure is inserted as measure TRA-8 to immediately follow measure TRA-7:

TRA-8 The developer shall pay the County Traffic Impact Mitigation Fee (TIMF) to address the cumulative impacts of the Proposed Project on the Ventura County Regional Road Network.

16. UTILITIES AND SERVICE SYSTEMS
On page IV-11, the first sentence of the first paragraph under Section (c) is corrected to read:

Potentially Significant Impact Unless Mitigation Incorporated. Less than Significant Impact. Please refer to Section 2(a) above.

The last paragraph on page IV-72 under Water Treatment Facilities and Infrastructure is corrected to read:

City of Camarillo May 2007
Paseo Camino Real III. Corrections and Additions
Responses to Comments Received on Draft MND 2006-17 Page III-4 The Airport North Specific Plan area is located within the jurisdiction of the City of Camarillo Water Division. The City Water Division obtains water from its own wells and imports water from the Calleguas Municipal Water District (CMWD).1
The City Water Division groundwater wells have a
combined capacity of 6 million gallons per day (mgd) and CMWD can provide up to 6.6 23 mgd of potable water for a total City water system capacity of 12.6 29 mgd.2 The current average water
consumption in the City is approximately 6.51 mgd.3
Therefore, the City has a remaining supply capacity
of approximately 6.1 22.49 mgd. As discussed in Section 16(d) below, the project would consume approximately 47,904 gallons per day (gpd) of water, or 0.8 percent of the existing remaining water supply. Consequently, implementation of the project is not expected to measurably reduce the City’s available water supply and impacts would be less than significant.

The last paragraph on page IV-79 under Cumulative Water Impacts is corrected to read:

The City CMWD has a remaining water supply capacity of approximately 6.1 22.49 mgd of water. As shown Table-IV-21, the cumulative water supply demand including the proposed project would be approximately 1,014,422 gpd, or 1.01 mgd. This represents approximately 16.6 percent of the remaining City CMWD supply capacity. Therefore, the City CMWD has adequate capacity to supply the water demanded by the project in addition to other development in the project area, and as such, a less-thansignificant impact would occur. In addition, the potential need for the other development projects to upgrade water lines to accommodate their water needs is site-specific and there is little, if any, cumulative relationship between the development of the project and other development projects within the area.

Therefore, no cumulative water infrastructure impacts are anticipated from the development of the project and other development projects within the area.

APPENDICES
Appendix F: Traffic and Circulation Study, Camarillo Commercial Center Project, Associated Transportation Engineers, May 23, 2006.

On page 14, Table 5, Project Trip Distribution has been amended to read as shown below:

1 Airport North Specific Plan Environmental Impact Report, City of Camarillo, May 1986. 2 Cy Johnson, Callleguas Municipal Water District, letter to the City of Camarillo, December 18, 2006. City of Camarillo Water System Master Plan Update, December 1999. 3 Table 3-2, Water Consumption Data, City of Camarillo Water System Master Plan Update, December 1999.

City of Camarillo May 2007
Paseo Camino Real III. Corrections and Additions
Responses to Comments Received on Draft MND 2006-17 Page III-5 Table 5
Project Trip Distribution
Origin/Destination Direction Percent
U.S. 101 East 30%
U.S. 101 West 25%
Las Posas n/o Daily Dr. North 10%
Las Posas s/o Ventura Blvd South 17%
Daily Dr e/o Las Posas North 3%
Local NA 15%
Total 100%
Paseo Camino Real IV. Mitigation Monitoring Program
Responses to Comments Received on Draft MND 2006-17 Page IV-1 IV. MITIGATION MONITORING PROGRAM
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AESTHETICS AES-1 The project building and landscaping design shall conform to all development regulations and design standards in the Airport North Specific Plan.

Developer shall provide building design documents to the City for review and approval Prior to zone clearance Community Development
Department
AES-2 Outdoor lighting shall be designed and installed in accordance with regulations in the Airport North Specific Plan, Section IV. Design Guidelines, E. Lighting:
• Project lighting should be concentrated at the main
entries and along major plazas or architectural features or landscape features; • Decorative lights standards that complement the
architectural elements of the building design shall be used; • Buildings and tree groves shall be up-washed with
light to emphasize architecture;
• Low-intensity, energy efficient parking lot lighting
shall be used. Parking lot lights should be secondary to the illumination of buildings and landscaped features, and; • Low-level, direct lighting shall be used on
pedestrian walkways.

Developer shall provide building design documents to the City for review and approval Prior to zone clearance Community Development
Department
AES-3 The exterior of the proposed buildings shall be constructed of materials such as tinted non-reflective glass and pre-cast concrete or fabricated wall surfaces.

Developer shall provide building design documents to the City for review and approval Prior to issuance of zone clearance
Community Development Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-2 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AIR QUALITY AQ-1 The project developer shall implement fugitive dust control measures in accordance with VCAPCD recommendations. The project developer shall include in construction contracts the control measures required and recommended by the VCAPCD at the time of development. Examples of the types of measures currently required and recommended include the following:
• The area disturbed by clearing, grading,
earthmoving, or excavation operations shall be minimized on a daily basis to prevent excessive amounts of dust. • Pre-grading/excavation activities shall include
watering the area to be graded or excavated before commencement of grading or excavation operations. Application of water should penetrate sufficiently to minimize fugitive dust during grading activities. • All trucks shall be required to cover their loads as
required by California Vehicle Code §23114.
• All graded an excavated material, exposed soil
areas, and active portions of the construction site, including unpaved on-site roadways, shall be treated to prevent fugitive dust. Treatment shall include, but not necessarily be limited to, periodic watering, application of environmentally-safe soil stabilization materials, and/or roll-compaction, as appropriate. Watering shall be done as often as necessary. • Material stockpiles shall be enclosed, covered,
stabilized, or otherwise treated, to prevent blowing fugitive dust offsite. • Graded and/or excavated inactive areas of the
construction site shall be monitored by a Citydesignated person at least weekly for dust Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department and Public Works Department City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-3 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency stabilization. Soil stabilization methods, such as water and roll-compaction, and environmentallysafe dust control materials, shall be periodically applied to portions of the construction site that are inactive for over four consecutive days. If no further grading or excavation operations are planned for the area, the area should be seeded and watered until grass growth is evident, or periodically treated with environmentally-safe dust suppressants, to prevent excessive fugitive dust. • Signs shall be posed on-site limiting traffic to 15
miles per hour or less.
• During periods of high winds (i.e., wind speed
sufficient to cause fugitive dust to impact adjacent properties), all clearing, grading, earth moving, and excavation operations shall be curtailed to the degree necessary to prevent fugitive dust created by on-site activities and operations from being a nuisance or hazard, either off-site or on-site. The site superintendent/supervisor shall use his/her discretion in conjunction with the VCAPCD in determining when winds are excessive. • Adjacent paved streets and roads shall be swept at
least once per day, preferably at the end of the day, if visible soil material is carried over to the adjacent paved streets and roads. • Personnel involved in grading operations, including
contractors and subcontractors, should be advised to wear respiratory protection in accordance with California Division of Occupational Safety and Health regulations.

City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-4 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AQ-2 The project developer shall implement measures to reduce the emissions of pollutants generated by heavyduty diesel-powered equipment operating at the project site throughout the project construction phases. The project developer shall include in construction contracts the control measures required and recommended by the VCAPCD at the time of development. Examples of the types of measures currently required and recommended include the following:
• Keep all construction equipment in proper tune in
accordance with manufacturer’s specifications.
• Limit truck and equipment idling time to five
minutes or less.
• Utilize alternative fuel construction equipment (i.e., compressed natural gas, liquid petroleum gas, and unleaded gasoline) to the extent that the equipment is readily available and cost effective in Ventura County (meaning that it does not have to be imported from another air basin, that the procurement of the equipment would not cause a delay in construction activities of more than two weeks, that the cost of the equipment use is not more than 20 percent greater than the cost of standard equipment). • Lengthen the construction period during the smog
season (May through October) to minimize the number of vehicles and equipment operating at the same time.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-5 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AQ-3 The project developer shall include in construction and building management contracts the following requirements or measures shown to be equally effective:
• Use solar or low-emission water heaters in the
commercial buildings.
• Require that commercial landscapers providing
services at the common areas of project site use electric or battery-powered equipment, or other internal combustion equipment that is either certified by the California Air Resources Board or is three years old or less at the time of use, to the extent that such equipment is reasonably available and competitively priced in Ventura County (meaning that the equipment can be easily purchased at stores in Ventura County and the cost of the equipment is not more than 20 percent greater than the cost of standard equipment). • Provide bus stops with shelters at locations along
the project frontage with Ventura Boulevard. The number of bus stops shall be determined in consultation with Camarillo Area Transit.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department
AQ-4 The project developer shall contribute a total of $667,502 to a TDM fund managed by the City of Camarillo.

Payment of $667,502 to TDM Fund
Prior to issuance of building permits
Community Development Department
BIOLOGICAL RESOURCES No mitigation required.

City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-6 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency CULTURAL RESOURCES CR-1 The project developer shall include in construction contracts the requirement that the project be halted if any archaeological materials are encountered during the course of project development. The services of an archaeologist shall be secured by contacting the Center for Public Archaeology – California State University Fullerton, or a member of the Society of Professional Archaeologists (SOPA) or a SOPA-qualified archaeologist to assess the resources and evaluate the impact. Copies of the archaeological survey, study, or report shall be submitted to the UCLA Archaeological Information Center.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department
CR-2 The project developer shall include in construction contracts the requirement that the project be halted if any paleontological materials are encountered during the course of project development. The services of a paleontologist shall be secured by contacting the Center for Public Paleontology, which can be found at the following universities; USC, UCLA, California State University at Los Angeles, California State University at Long Beach or the County Museum, to assess the resources and evaluate the impact.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department
CR-3 The project developer shall include in construction contracts the requirement that the project be halted if any human remains are encountered during the course of project development and the City of Camarillo Public Works Department and County Coroner shall be immediately notified. If the remains are determined by the County Coroner to be Native American, the Native American Heritage Commission (NAHC) shall be notified within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Community Development Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-7 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency GEOLOGY AND SOILS GEO-1 The project shall comply with the recommendations listed on pages 15 through 26 of the Preliminary Due Diligence Geotechnical Investigation, 50 Acres Agricultural Property, South of 101 Freeway and Bajo Agua, Camarillo by Geolabs-Westlake Village, December 20, 2005.

Measures shall be included in construction documents and implemented during grading and construction Prior to issuance of grading permits and during grading and construction Public Works Department
HAZARDS AND HAZARDOUS MATERIALS HAZ-1 Prior to project development the project applicant/developer shall perform soil tests to determine if farm-related chemicals are present in the soil and at concentrations that exceed federal, state and/or local regulations, per the recommendations in the Phase I ESA. Any contaminated soils shall be remediated in accordance with all applicable laws and regulations.

Developer shall present to the City the soil test findings to determine if remediation is required.

Prior to the issuance of grading permits.

Community Development Department
HAZ-2 Prior to project development all building plans must be submitted to the City of Camarillo Department of Community Development to review for consistency with all applicable avigational easements.

Developer shall present to the City the building plans.

Prior to the issuance of grading permits.

Community Development Department
HAZ-3 Any electronic equipment to be operated on-site which might interfere with airport operations will require a Federal Communications Commission (FCC) permit. Prospective users of such equipment would have to eliminate any interference through the use of insulation materials or other means approved by the City.

Developer and Property Manager shall provide building design documents to the City for review and approval Prior to issuance of building permits and any time that the installation and operation of applicable electronic equipment is requested of the Property Manager.

Community Development Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-8 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency HYDROLOGY AND WATER QUALITY HYD-1 During construction, the project applicant shall implement all applicable and mandatory Best Management Practices (BMPs) in accordance with the SWPPP prepared for the project and the Ventura County / City of Camarillo Stormwater Management Program. These BMPs shall include, but not be limited, to the following:
• Erosion control procedures shall be implemented for
exposed areas.
• Appropriate dust suppression techniques, such as
watering or tarping, shall be used.
• Construction entrances shall be designed to
facilitate removal of debris from vehicles exiting the site. • Truck loads shall be tarped.

Measures shall be implemented during grading and construction During construction Community Development
Department and Public Works Department
HYD-2 All construction equipment and vehicles shall be inspected for leaks of hazardous materials (including oil and gasoline) and all such leaks repaired according to a regular schedule, specified in the Grading Plan approved by the City of Camarillo Public Works Department.

Measures shall be implemented during grading and construction During construction Community Development
Department, Public Works Department
HYD-3 The project shall be designed to comply with all applicable requirements of the Ventura County SQUIMP pertaining to the detention, treatment, and/or discharge of stormwater.

Developer shall provide grading and building plans to the City and County for review and approval Prior to issuance of grading permits
City Public Works Department and Ventura County
LAND USE AND PLANNING No mitigation required. MINERAL RESOURCES No mitigation required. NOISE No mitigation required. POPULATION AND HOUSING No mitigation required.

City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-9 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency PUBLIC SERVICES - FIRE PUB-1 The recommendations of the Ventura County Fire Department relative to fire safety shall be incorporated into the building plans, which includes the submittal of a plot plan for approval by the VCFD either prior to the recordation of a final map or the approval of a building permit.

Developer shall provide building plans and plot plan to the VCFD for review and approval Prior to recordation of a final map or the approval of a building permit Ventura County Fire Department
PUB-2 The applicant shall comply with all applicable fire codes and pay any applicable fees to the Ventura County Fire Department prior to the recordation of a final map or the approval of a building permit Payment of applicable fees Prior to recordation of a
final map or the approval of a building permit
Ventura County Fire Department
PUBLIC SERVICES - POLICE PUB-2 The environmental design recommendations of the Camarillo Police Department shall be included in the review process and incorporated into the building plans to reduce opportunities for the commission of crimes.

Developer shall provide building plans to the Camarillo Police Department for review and approval Prior to recordation of a final map or the approval of a building permit Camarillo Police Department
PUBLIC SERVICES - SCHOOLS PUB-3 Pursuant to Section 65595 of the Government Code, the project applicant shall be responsible for the payment of all applicable schools fees to the school district serving the project site to offset the impact of additional student enrollment at schools serving the Project area.

Payment of applicable fees Prior to recordation of a
final map or the approval of a building permit
Applicable school district
PUBLIC SERVICES - PARKS No mitigation required. PUBLIC SERVICES – OTHER PUBLIC FACILITIES No mitigation required. RECREATION No mitigation required.

City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-10 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency TRANSPORTATION AND TRAFFIC TRA-1 The developer shall pay the Traffic Mitigation Fee as established by Camarillo Municipal Code (CMC) § 11.68. Payment of this fee reflects a pro-rata (fair share) of traffic mitigation measures within the City of Camarillo including, but not limited to, the widening of Las Posas Road between Ventura Boulevard and Daily Drive to add a northbound travel lane across the U.S. 101 Freeway overpass. The amount of fees to be paid shall be those in effect at the actual time of payment of such fees. Administrative Policy and Procedure No. 8.12 shall apply to capital facility fees.

Developer shall pay the Camarillo Traffic Mitigation Fee Prior to the issuance of building permits
Public Works Department
TRA-2 The project applicant shall design, dedicate rightof-way, and construct intersection improvements to the Las Posas/Ventura Boulevard intersection to provide for the ultimate northbound approach cross section and appropriate transition to existing lane configurations and medians located south of Camarillo Center Drive. The ultimate cross section of Las Posas for the northbound approach to the Ventura Boulevard intersection shall include:
• a total of three (3) 12-foot northbound through
lanes;
• a 5-foot northbound bike lane; • one (1) dedicated 12-foot-wide northbound rightturn lane to provide 200 feet of storage and a 120- foot taper;
• two (2) 11-foot-wide northbound left turn lanes (i.e., dual left-turn lanes) to provide 200 feet of storage per lane and a 120-foot taper; and, • a 14-foot raised median that aligns both northbound
and southbound traffic lanes.

The project applicant shall be reimbursed for the total cost of this project by the CPG Partners, L.P., or subsequent developer of the project site for CPD-197M (1).

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to certificates of occupancy Public Works Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-11 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency TRA-3 The project applicant shall design and construct the project to widen U.S. 101 Freeway northbound offramp at Las Posas Road to provide a dual-left turn and separate right-turn lane including associated traffic signal modifications. The project applicant shall be reimbursed for thirty-three percent (33%) of the cost of this project by the City of Camarillo when the conference center develops, and reimbursed an additional thirty-three percent (33%) of the cost of this project by the CPG Partners, L.P., or subsequent developer of the project site for CPD197M(1).

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to certificates of occupancy Public Works Department
TRA-4 The developer shall coordinate the design and construction of all project improvements with the city’s Capital Improvement Project (CIP) ST-01-02, Springville Interchange. The developer shall dedicate sufficient rightof-way for the Springville Interchange project including Springville Drive.

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to certificates of occupancy Public Works Department
TRA-5 The developer shall dedicate sufficient roadway right-of-way and construct the West Ventura Boulevard extension from the existing Home Depot Driveway to Springville Drive. The cross-section of the West Ventura Boulevard extension shall be designed and constructed to be four (4) through lanes with designated left and right turn bays according to City of Camarillo standards.

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to building permits and/or occupancy Public Works Department
TRA-6 The developer shall construct the West Ventura Boulevard extension from Springville Drive to Bajo Agua Avenue. The cross-section of the West Ventura Boulevard extension shall be designed and constructed to be four (4) through lanes with designated left and right turn bays according to City of Camarillo standards. The total cost of this project shall be completely (100 percent) reimbursed from future development.

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to certificates of occupancy Public Works Department
City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-12 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency TRA-7 The developer shall design and install traffic signage and striping to guide traffic traveling westbound on Daily Drive to the appropriate lane at the approach to the Las Posas Road/Daily Drive intersection.

Developer shall provide roadway intersection improvement documents to the City for review and approval, and shall construct the required improvements Prior to the issuance of grading permits and prior to certificates of occupancy Public Works Department
TRA-8 The developer shall pay the County Traffic Impact Mitigation Fee (TIMF) to address the cumulative impacts of the Proposed Project on the Ventura County Regional Road Network.

Developer shall pay the County Traffic Impact Fee
Prior to the issuance of building permits
City Public Works Department and Ventura County
UTILITIES AND SERVICE SYSTEMS - WATER UTL-1 Before the city issues a grading permit or approves the final map, the developer/project applicant shall guarantee the construction of a domestic water system and an irrigation system for landscaping in conformance with applicable City standards.

Developer shall submit plans for a domestic water and irrigation system for review and approval by the City Prior to issuance of grading permits or recordation of final map Public Works Department
UTL-2 Water improvement plans shall be approved by the Fire Department, the City Engineer and the Calleguas Municipal Water District.

Developer shall submit plans for a domestic water and irrigation system for review and approval by the City Prior to issuance of grading permits or recordation of final map City Fire Department, Public Works Department, and Calleguas Municipal Water District UTL-3 Sewer plans shall be approved by the City Engineer and the Camarillo Sanitary District. Before the city issues a grading permit or approves the final map, the developer/project applicant shall enter into an agreement with the District which specifies the funding mechanism for all wastewater conveyance facilities.

Developer shall submit sewer plans to the City Engineer and the Camarillo Sanitary District for review and approval Prior to issuance of grading permits or recordation of final map City Engineer, Camarillo Sanitary District
UTL-4 All industries proposing to connect to or discharge into the local sewer system shall first obtain the appropriate permit from the Camarillo Sanitary District.

The Developer and/or the Property Manager shall inform future tenants of the necessary connection permits to be obtained Prior to occupancy Camarillo Sanitary District.

UTL-5 Restaurant and commercial uses shall install grease interceptors.

The Developer and/or the Property Manager shall inform future tenants of the necessary installations.

Prior to occupancy Camarillo Sanitary District.

City of Camarillo May 2007
Paseo Camino Real IV. Mitigation Monitoring Program Responses to Comments Received on Draft MND 2006-17 Page IV-13 MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency UTL-6 Drought-resistant vegetation shall be used in landscaping to reduce the demand for irrigation water. Water-conserving features, such as low volume water closets and lavatory faucets with limiting-flow valves, shall be installed in all project buildings.

The Developer and/or the Property Manager shall inform future tenants of the necessary water conserving features Prior to occupancy Building and Safety Department
UTILITIES AND SERVICE SYSTEMS - WASTEWATER No mitigation required. UTILITIES AND SERVICE SYSTEMS – SOLID WASTE UTIL-7 Recycling bins shall be provided at appropriate locations to promote recycling of paper, metal, glass, and other recyclable material.

Recycling bins shall be provided and serviced
Upon occupancy Community Development
Department
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-1
V. MITIGATION MONITORING PROGRAM
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

AESTHETICS
AES-1 The project building and landscaping design shall conform to all development regulations and design
standards in the Airport North Specific Plan.

Developer shall provide
building design documents to
the City for review and
approval
Prior to zone clearance Community Development
Department
AES-2 Outdoor lighting shall be designed and installed
in accordance with regulations in the Airport North
Specific Plan, Section IV. Design Guidelines, E. Lighting:
• Project lighting should be concentrated at the main
entries and along major plazas or architectural
features or landscape features;
• Decorative lights standards that complement the
architectural elements of the building design shall
be used;
• Buildings and tree groves shall be up-washed with
light to emphasize architecture;
• Low-intensity, energy efficient parking lot lighting
shall be used. Parking lot lights should be
secondary to the illumination of buildings and
landscaped features, and;
• Low-level, direct lighting shall be used on
pedestrian walkways.

Developer shall provide
building design documents to
the City for review and
approval
Prior to zone clearance Community Development
Department
AES-3 The exterior of the proposed buildings shall be
constructed of materials such as tinted non-reflective glass and pre-cast concrete or fabricated wall surfaces.

Developer shall provide
building design documents to
the City for review and
approval
Prior to issuance of zone
clearance
Community Development
Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-2
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

AIR QUALITY
AQ-1 The project developer shall implement fugitive
dust control measures in accordance with VCAPCD
recommendations. The project developer shall include in construction contracts the control measures required and recommended by the VCAPCD at the time of
development. Examples of the types of measures currently required and recommended include the following:
• The area disturbed by clearing, grading,
earthmoving, or excavation operations shall be
minimized on a daily basis to prevent excessive
amounts of dust.
• Pre-grading/excavation activities shall include
watering the area to be graded or excavated before
commencement of grading or excavation
operations. Application of water should penetrate
sufficiently to minimize fugitive dust during
grading activities.
• All trucks shall be required to cover their loads as
required by California Vehicle Code §23114.
• All graded an excavated material, exposed soil
areas, and active portions of the construction site,
including unpaved on-site roadways, shall be
treated to prevent fugitive dust. Treatment shall
include, but not necessarily be limited to, periodic
watering, application of environmentally-safe soil
stabilization materials, and/or roll-compaction, as
appropriate. Watering shall be done as often as
necessary.
• Material stockpiles shall be enclosed, covered,
stabilized, or otherwise treated, to prevent blowing
fugitive dust offsite.
• Graded and/or excavated inactive areas of the
construction site shall be monitored by a Citydesignated person at least weekly for dust stabilization. Soil stabilization methods, such as
Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department and Public Works
Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-3
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency water and roll-compaction, and environmentallysafe dust control materials, shall be periodically applied to portions of the construction site that are
inactive for over four consecutive days. If no
further grading or excavation operations are
planned for the area, the area should be seeded and
watered until grass growth is evident, or
periodically treated with environmentally-safe dust
suppressants, to prevent excessive fugitive dust.
• Signs shall be posed on-site limiting traffic to 15
miles per hour or less.
• During periods of high winds (i.e., wind speed
sufficient to cause fugitive dust to impact adjacent
properties), all clearing, grading, earth moving, and
excavation operations shall be curtailed to the
degree necessary to prevent fugitive dust created by
on-site activities and operations from being a
nuisance or hazard, either off-site or on-site. The
site superintendent/supervisor shall use his/her
discretion in conjunction with the VCAPCD in
determining when winds are excessive.
• Adjacent paved streets and roads shall be swept at
least once per day, preferably at the end of the day,
if visible soil material is carried over to the adjacent paved streets and roads.
• Personnel involved in grading operations, including
contractors and subcontractors, should be advised
to wear respiratory protection in accordance with
California Division of Occupational Safety and
Health regulations.

City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-4
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AQ-2 The project developer shall implement measures
to reduce the emissions of pollutants generated by heavyduty diesel-powered equipment operating at the project site throughout the project construction phases. The project developer shall include in construction contracts the
control measures required and recommended by the
VCAPCD at the time of development. Examples of the
types of measures currently required and recommended
include the following:
• Keep all construction equipment in proper tune in
accordance with manufacturer’s specifications.
• Limit truck and equipment idling time to five
minutes or less.
• Utilize alternative fuel construction equipment (i.e., compressed natural gas, liquid petroleum gas, and
unleaded gasoline) to the extent that the equipment
is readily available and cost effective in Ventura
County (meaning that it does not have to be
imported from another air basin, that the
procurement of the equipment would not cause a
delay in construction activities of more than two
weeks, that the cost of the equipment use is not
more than 20 percent greater than the cost of
standard equipment).
• Lengthen the construction period during the smog
season (May through October) to minimize the
number of vehicles and equipment operating at the
same time.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-5
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency AQ-3 The project developer shall include in
construction and building management contracts the
following requirements or measures shown to be equally
effective:
• Use solar or low-emission water heaters in the
commercial buildings.
• Require that commercial landscapers providing
services at the common areas of project site use
electric or battery-powered equipment, or other
internal combustion equipment that is either
certified by the California Air Resources Board or
is three years old or less at the time of use, to the
extent that such equipment is reasonably available
and competitively priced in Ventura County
(meaning that the equipment can be easily
purchased at stores in Ventura County and the cost
of the equipment is not more than 20 percent
greater than the cost of standard equipment).
• Provide bus stops with shelters at locations along
the project frontage with Ventura Boulevard. The
number of bus stops shall be determined in
consultation with Camarillo Area Transit.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department
AQ-4 The project developer shall contribute a total of
$667,502 to a TDM fund managed by the City of
Camarillo.

Payment of $667,502 to TDM
Fund
Prior to issuance of
building permits
Community Development
Department

BIOLOGICAL RESOURCES
No mitigation required.

City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-6
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

CULTURAL RESOURCES
CR-1 The project developer shall include in
construction contracts the requirement that the project be halted if any archaeological materials are encountered
during the course of project development. The services of an archaeologist shall be secured by contacting the Center for Public Archaeology – California State University
Fullerton, or a member of the Society of Professional
Archaeologists (SOPA) or a SOPA-qualified archaeologist to assess the resources and evaluate the impact. Copies of the archaeological survey, study, or report shall be
submitted to the UCLA Archaeological Information
Center.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department
CR-2 The project developer shall include in
construction contracts the requirement that the project be halted if any paleontological materials are encountered during the course of project development. The services of a paleontologist shall be secured by contacting the Center for Public Paleontology, which can be found at the
following universities; USC, UCLA, California State
University at Los Angeles, California State University at Long Beach or the County Museum, to assess the
resources and evaluate the impact.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department
CR-3 The project developer shall include in
construction contracts the requirement that the project be halted if any human remains are encountered during the
course of project development and the City of Camarillo Public Works Department and County Coroner shall be
immediately notified. If the remains are determined by the County Coroner to be Native American, the Native
American Heritage Commission (NAHC) shall be notified
within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Community Development
Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-7
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

GEOLOGY AND SOILS
GEO-1 The project shall comply with the
recommendations listed on pages 15 through 26 of the
Preliminary Due Diligence Geotechnical Investigation, 50 Acres Agricultural Property, South of 101 Freeway and
Bajo Agua, Camarillo by Geolabs-Westlake Village,
December 20, 2005.

Measures shall be included in
construction documents and
implemented during grading
and construction
Prior to issuance of
grading permits and
during grading and
construction
Public Works Department

HAZARDS AND HAZARDOUS MATERIALS
HAZ-1 Prior to project development the project
applicant/developer shall perform soil tests to determine if farm-related chemicals are present in the soil and at
concentrations that exceed federal, state and/or local
regulations, per the recommendations in the Phase I ESA.

Any contaminated soils shall be remediated in accordance with all applicable laws and regulations.

Developer shall present to the
City the soil test findings to
determine if remediation is
required.

Prior to the issuance of
grading permits.

Community Development
Department
HAZ-2 Prior to project development all building plans
must be submitted to the City of Camarillo Department of Community Development to review for consistency with
all applicable avigational easements.

Developer shall present to the
City the building plans.

Prior to the issuance of
grading permits.

Community Development
Department
HAZ-3 Any electronic equipment to be operated on-site
which might interfere with airport operations will require a Federal Communications Commission (FCC) permit.

Prospective users of such equipment would have to
eliminate any interference through the use of insulation materials or other means approved by the City.

Developer and Property
Manager shall provide
building design documents to
the City for review and
approval
Prior to issuance of
building permits and any
time that the installation
and operation of
applicable electronic
equipment is requested of
the Property Manager.

Community Development
Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-8
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

HYDROLOGY AND WATER QUALITY
HYD-1 During construction, the project applicant shall
implement all applicable and mandatory Best Management
Practices (BMPs) in accordance with the SWPPP prepared
for the project and the Ventura County / City of Camarillo Stormwater Management Program. These BMPs shall
include, but not be limited, to the following:
• Erosion control procedures shall be implemented for
exposed areas.
• Appropriate dust suppression techniques, such as
watering or tarping, shall be used.
• Construction entrances shall be designed to
facilitate removal of debris from vehicles exiting
the site.
• Truck loads shall be tarped.

Measures shall be
implemented during grading
and construction
During construction Community Development
Department and Public Works
Department
HYD-2 All construction equipment and vehicles shall be
inspected for leaks of hazardous materials (including oil and gasoline) and all such leaks repaired according to a regular schedule, specified in the Grading Plan approved by the City of Camarillo Public Works Department.

Measures shall be
implemented during grading
and construction
During construction Community Development
Department, Public Works
Department
HYD-3 The project shall be designed to comply with all
applicable requirements of the Ventura County SQUIMP
pertaining to the detention, treatment, and/or discharge of stormwater.

Developer shall provide
grading and building plans to
the City and County for
review and approval
Prior to issuance of
grading permits
City Public Works Department and
Ventura County

LAND USE AND PLANNING
No mitigation required.

MINERAL RESOURCES
No mitigation required.

NOISE
No mitigation required.

POPULATION AND HOUSING
No mitigation required.

City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-9
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

PUBLIC SERVICES - FIRE
PUB-1 The recommendations of the Ventura County Fire
Department relative to fire safety shall be incorporated into the building plans, which includes the submittal of a plot plan for approval by the VCFD either prior to the
recordation of a final map or the approval of a building permit.

Developer shall provide
building plans and plot plan to
the VCFD for review and
approval
Prior to recordation of a
final map or the approval
of a building permit
Ventura County Fire Department
PUB-2 The applicant shall comply with all applicable fire codes and pay any applicable fees to the Ventura County Fire Department prior to the recordation of a final map or the approval of a building permit
Payment of applicable fees Prior to recordation of a
final map or the approval
of a building permit
Ventura County Fire Department

PUBLIC SERVICES - POLICE
PUB-2 The environmental design recommendations of
the Camarillo Police Department shall be included in the review process and incorporated into the building plans to reduce opportunities for the commission of crimes.

Developer shall provide
building plans to the
Camarillo Police Department
for review and approval
Prior to recordation of a
final map or the approval
of a building permit
Camarillo Police Department

PUBLIC SERVICES - SCHOOLS
PUB-3 Pursuant to Section 65595 of the Government
Code, the project applicant shall be responsible for the payment of all applicable schools fees to the school district serving the project site to offset the impact of additional student enrollment at schools serving the Project area.

Payment of applicable fees Prior to recordation of a
final map or the approval
of a building permit
Applicable school district

PUBLIC SERVICES - PARKS
No mitigation required.

PUBLIC SERVICES – OTHER PUBLIC FACILITIES
No mitigation required.

RECREATION
No mitigation required.

City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-10
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency

TRANSPORTATION AND TRAFFIC
TRA-1 The developer shall pay the Traffic Mitigation
Fee as established by Camarillo Municipal Code (CMC) §

11.68. Payment of this fee reflects a pro-rata (fair share) of traffic mitigation measures within the City of Camarillo including, but not limited to, the widening of Las Posas Road between Ventura Boulevard and Daily Drive to add a northbound travel lane across the U.S. 101 Freeway
overpass. The amount of fees to be paid shall be those in effect at the actual time of payment of such fees.

Administrative Policy and Procedure No. 8.12 shall apply to capital facility fees.

Developer shall pay the
Camarillo Traffic Mitigation
Fee
Prior to the issuance of
building permits
Public Works Department
TRA-2 The project applicant shall design, dedicate rightof-way, and construct intersection improvements to the Las Posas/Ventura Boulevard intersection to provide for the ultimate northbound approach cross section and
appropriate transition to existing lane configurations and medians located south of Camarillo Center Drive. The
ultimate cross section of Las Posas for the northbound
approach to the Ventura Boulevard intersection shall
include:
• a total of three (3) 12-foot northbound through
lanes;
• a 5-foot northbound bike lane;
• one (1) dedicated 12-foot-wide northbound rightturn lane to provide 200 feet of storage and a 120- foot taper;
• two (2) 11-foot-wide northbound left turn lanes (i.e., dual left-turn lanes) to provide 200 feet of storage
per lane and a 120-foot taper; and,
• a 14-foot raised median that aligns both northbound
and southbound traffic lanes.

The project applicant shall be reimbursed for the total cost of this project by the CPG Partners, L.P., or subsequent developer of the project site for CPD-197M (1).

Developer shall provide
roadway intersection
improvement documents to the
City for review and approval,
and shall construct the
required improvements
Prior to the issuance of
grading permits and prior
to certificates of
occupancy
Public Works Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-11
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency TRA-3 The project applicant shall design and construct
the project to widen U.S. 101 Freeway northbound offramp at Las Posas Road to provide a dual-left turn and separate right-turn lane including associated traffic signal modifications. The project applicant shall be reimbursed for thirty-three percent (33%) of the cost of this project by the City of Camarillo when the conference center
develops, and reimbursed an additional thirty-three percent (33%) of the cost of this project by the CPG Partners, L.P., or subsequent developer of the project site for CPD197M(1).

Developer shall provide
roadway intersection
improvement documents to the
City for review and approval,
and shall construct the
required improvements
Prior to the issuance of
grading permits and prior
to certificates of
occupancy
Public Works Department
TRA-4 The developer shall coordinate the design and
construction of all project improvements with the city’s Capital Improvement Project (CIP) ST-01-02, Springville Interchange. The developer shall dedicate sufficient rightof-way for the Springville Interchange project including Springville Drive.

Developer shall provide
roadway intersection
improvement documents to the
City for review and approval,
and shall construct the
required improvements
Prior to the issuance of
grading permits and prior
to certificates of
occupancy
Public Works Department
TRA-5 The developer shall dedicate sufficient roadway
right-of-way and construct the West Ventura Boulevard
extension from the existing Home Depot Driveway to
Springville Drive. The cross-section of the West Ventura Boulevard extension shall be designed and constructed to be four (4) through lanes with designated left and right turn bays according to City of Camarillo standards.

Developer shall provide
roadway intersection
improvement documents to the
City for review and approval,
and shall construct the
required improvements
Prior to the issuance of
grading permits and prior
to building permits and/or
occupancy
Public Works Department
TRA-6 The developer shall construct Ventura Boulevard
along the project’s frontage to be fully developed with four lanes, a raised median, and turning lanes. West of the
project site, the developer shall construct a two-lane
extension along the Springville Drive alignment to the
existing segment of West Ventura Boulevard or construct a two-lane extension of West Ventura Boulevard from
Springville Drive to Bajo Agua Avenue. To the extent the developer constructs more of Ventura Boulevard than is
required for this project, the costs of such additional improvements will be subject to reimbursement.

Developer shall provide
roadway improvement
documents to the City for
review and approval, and shall
construct the required
improvements
Prior to the issuance of
grading permits and prior
to certificates of
occupancy
Public Works Department
City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-12
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency TRA-7 The developer shall design and install traffic
signage and striping to guide traffic traveling westbound on Daily Drive to the appropriate lane at the approach to the Las Posas Road/Daily Drive intersection.

Developer shall provide
roadway intersection
improvement documents to the
City for review and approval,
and shall construct the
required improvements
Prior to the issuance of
grading permits and prior
to certificates of
occupancy
Public Works Department
TRA-8 The developer shall pay the County Traffic
Impact Mitigation Fee (TIMF) to address the cumulative
impacts of the Proposed Project on the Ventura County
Regional Road Network.

Developer shall pay the
County Traffic Impact Fee
Prior to the issuance of
building permits
City Public Works Department and
Ventura County

UTILITIES AND SERVICE SYSTEMS - WATER
UTL-1 Before the city issues a grading permit or
approves the final map, the developer/project applicant shall guarantee the construction of a domestic water
system and an irrigation system for landscaping in
conformance with applicable City standards.

Developer shall submit plans
for a domestic water and
irrigation system for review
and approval by the City
Prior to issuance of
grading permits or
recordation of final map
Public Works Department
UTL-2 Water improvement plans shall be approved by
the Fire Department, the City Engineer and the Calleguas Municipal Water District.

Developer shall submit plans
for a domestic water and
irrigation system for review
and approval by the City
Prior to issuance of
grading permits or
recordation of final map
City Fire Department, Public
Works Department, and Calleguas
Municipal Water District
UTL-3 Sewer plans shall be approved by the City
Engineer and the Camarillo Sanitary District. Before the city issues a grading permit or approves the final map, the developer/project applicant shall enter into an agreement with the District which specifies the funding mechanism for all wastewater conveyance facilities.

Developer shall submit sewer
plans to the City Engineer and
the Camarillo Sanitary District
for review and approval
Prior to issuance of
grading permits or
recordation of final map
City Engineer, Camarillo Sanitary
District
UTL-4 All industries proposing to connect to or
discharge into the local sewer system shall first obtain the appropriate permit from the Camarillo Sanitary District.

The Developer and/or the
Property Manager shall inform
future tenants of the necessary
connection permits to be
obtained
Prior to occupancy Camarillo Sanitary District.

UTL-5 Restaurant and commercial uses shall install
grease interceptors.

The Developer and/or the
Property Manager shall inform
future tenants of the necessary
installations.

Prior to occupancy Camarillo Sanitary District.

City of Camarillo September 2007
Paseo Camino Real V. Mitigation Monitoring Program
Final Mitigated Negative Declaration 2006-17 Page V-13
MITIGATION MEASURES FROM FINAL MITIGATED NEGATIVE DECLARATION 2006-17 FOR PASEO CAMINO REAL Mitigation Measure Action Required Timing Enforcement Agency UTL-6 Drought-resistant vegetation shall be used in
landscaping to reduce the demand for irrigation water.

Water-conserving features, such as low volume water
closets and lavatory faucets with limiting-flow valves, shall be installed in all project buildings.

The Developer and/or the
Property Manager shall inform
future tenants of the necessary
water conserving features
Prior to occupancy Building and Safety Department

UTILITIES AND SERVICE SYSTEMS - WASTEWATER
No mitigation required.

UTILITIES AND SERVICE SYSTEMS – SOLID WASTE
UTIL-7 Recycling bins shall be provided at appropriate
locations to promote recycling of paper, metal, glass, and other recyclable material.

Recycling bins shall be
provided and serviced
Upon occupancy Community Development
Department

1.0 EXECUTIVE SUMMARY

1.0 EXECUTIVE SUMMARY

1.1 PROJECT SUMMARY
Project Location
This Environmental Impact Report (El R) addresses a proposed new interchange on Route 101 (Ventura Freeway), as called out in the City General Plan Circulation Element, plus several local arterials connecting to the new interchange, and annexation of approximately 270 acres along the north side of Route 101 into the City of Camarillo (refer to Exhibit 1, Regional Vicinity, Exhibit 2, Site Vicinity, and Exhibit 3, Aerial Photo). The Annexation Area includes the northern portion of the interchange area, as well as additional unincorporated land to the east and west of the interchange, north of Route 101. The proposed interchange is located on Route 101, between existing interchanges at Las Posas Road approximately one mile to the east and Central Avenue approximately one mile to the west.

Several local arterials are proposed north and south of Route 101, including a new north/south arterial with a grade-separated bridge/interchange with Route 101, Ponderosa Drive extension (from its existing terminus westerly to west of the proposed new interchange, Verdulara Street extension (from its existing terminus easterly to the realigned Ventura Boulevard), and Ventura Boulevard realignment. The project also includes the annexation of approximately 270 acres, generally located on the north side of Route 101, west of Las Posas Road and easterly of Ponderosa Drive/Avenida de Aprisa. Except for the rectangular annexation area north of Route 101 (within unincorporated Ventura County), the project area and surroundings are within the City of Camarillo.

1.2 BACKGROUND AND HISTORY
Annexation No. 83
Both the Spanish and Mexican governments granted several large local tracts of land to individuals, usually for services rendered. One of these, the Calleguas Ranch, was granted to the Ruiz family, but later was acquired by Juan Camarillo. The City of Camarillo is named for this early pioneer family. A 1,003-acre tract, which includes the annexation area, was not part of any of the land grants, and thus, was available for settlement by Americans when California became a United States possession. The 1,003 acre tract was locally known as The Gore, and the town of Springville developed there in the 1860s and 1870s. By 1880, Springville had a post office, hotel, store, blacksmith, shop, school and church, as well as numerous residences.

Most of Springville had disappeared by 1926. By that date, even the church had been abandoned and was in disrepair. Today all the buildings relating to the old town of Springville have been removed.

DRAFT ER June 23, 1999
Route 101/Airport North Area Interchange & Annexation No. 83 Page 1-1

1.0 EXECUTIVE SUMMARY
The 270 acre annexation area is mostly in agricultural production with row crops, strawberries, avocados and citrus. Three farm residences and associated structures exist within the area, including McGrath Ranch, which supports a produce stand, the Friedrich House, and the Sholle Farm.

1.3 PURPOSE AND NEED FOR THE PROJECT
The City of Camarillo is one of the faster growing cities in Ventura County. The Camarillo General Plan Land Use Element currently proposes commercial and industrial development within the Airport North Specific Plan area located south of Route 101 between Las Posas Road and Central Avenue. The Land Use Element specifies agricultural uses within the Ponderosa Drive Corridor located north of Route 101 between Las Posas Road and Central Avenue. The Circulation Element includes the arterial street network and an interchange necessary to accommodate the Land Use Element while maintaining acceptable traffic levels of service (LOS). The Circulation Element specifies that traffic operating conditions should not exceed LOS D for short periods during the peak hours of less than one hour. To meet this criteria, the new Route 101/North-South interchange is necessary.

1.4 PROJECT CHARACTERISTICS
The proposed Route 101/Airport North interchange portion of the project would involve the construction of a conventional diamond interchange with a six-lane overcrossing, consisting of two through lanes in each direction and dual left turn lanes (a more detailed project descriPtion is provided in the Project Study Report for the interchange, which is available for review at the City Engineering Services Department). New on- and off-ramps would merge with the existing Route 101 northbound and southbound travel lanes. The proposed interchange overcrossing would connect to the north with the proposed westerly extension of Ponderosa, and to south would connect with the proposed easterly extension of Verdulera Street. Ponderosa Drive would be widened to four lanes from Las Posas Road to the new interchange and associated north/south arterial. The existing Ventura Boulevard south of Route 101 would be relocated (extended west of the new north/south arterial as a separate, future project). The new Ventura Boulevard would be four lanes with bike lanes and a median, and would connect to the existing westerly end of the recently constructed Ventura Boulevard located south of the Target Shopping Center (to the east of the new interchange) and the existing Ventura Boulevard (west of the new interchange).

The Annexation No. 83 component of the project requests annexation of approximately 270 acres into the City of Camarillo, Camarillo Sanitary District and detachment from the Ventura County Resource Conservation District (refer to Exhibit 2, Site Vicinity).

1.5 PROJECT OBJECTIVES
The objectives of the proposed interchange and road extensions are to provide for enhanced traffic flow in the project area, particularly for freeway and local arterial access to the Airport North Specific Plan (south of Route 101) and future land uses north of Route 101. The

DRAFT BR
Route 101/Airport North Area Interchange & Annexation No. 83 June 23, 1999

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