Sample Description : 8 - Bulk Soils
Project : Airport Interchange/CD Prentice
California Test Methods : 532,643
Auto
No.
Submitter
Sample Number
Resistivity
ohts/cm
PH
Ulits
Chloride
pp m
Sulfate
ppm
213205 DH 2 /9 @9' Clay 399 8.10 185 11,452
212206 DH 2 112 @ 25' Clay 1506 8.22 111 404
212207 DH 2 /17 @ 50' Clay 1634 7.81
212208 DH 2 120 @65' Sand 1525 7.97 95 374
212209 DH 3 /57 @10' Clay 563 7.63 120 9,490
212210 DH 3 /60 @ 22' Sand 2323 8.56
212211 DH 3 i65 @44' Sand 1634 7.94 122 355
212212 DH 3 /69 @65' Clay 998 7.88 106 510
Milliliters Water Added 50 100 150 200 250 300 350 400
Resistivity Ohm-cm
Sample No.
DH 2 1 9 835 653 545 472 417 399 399 417
DH 2 1 12 1706 1597 1561 1525 1506 1525 1561
DH 2 117 1634 1670 1706 1742 1742 1779 1851 1888
DH 2 120 1742 1597 1561 1525 1525 1561 1561
DH 3 / 57 998 799 726 672 635 581 563 599
DH 3160 3158 2741 2577 2396 2323 2323 2323 2378
DH 3 1 65 1851 1706 1670 1670 1634 1634 1670
DH 3 1 69 1162 1089 1053 1016 998 1016 1035
Remarks : Sample(s) and sampling data as provided :
by : S. Bryant
California ELAP No.: 1406
AIHA Accreditation No.: 172
NVLAP Accreditation No.: 101384
AIHA ELLAP Accreditation No.: 10985
LACSD Lab No.: 10125
Ref:
-7-A51-1/a/0
Thomas Shultz
Technical Approval.:
Laboratory Director, Jamie Steedman-Lyde
Analyst(s) : TWS
Reviewed by:
10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 e-mail [email protected] PLATE B-6
This report pertains only to the samples investigated and does not necessarily apply to other apparently identical or similar materials. This report is submitted for the exclusive use of the client to whom it is addressed. Any reproduction of this report or use of this Laboratory's name for advertising or publicity purposes without written authorization is prohibited.
\\VENWEST03\WP_ARCHIVE\2003\3081.002\DIV.SEPT.DOC
APPENDIX C
CALCULATIONS
• Simplified Subsurface Profile
• CPT Data Interpretation
• Liquefaction-Related Settlement
• Consolidation Settlement
• Axial Pile Calculations
• Lateral Load Calculations
\\VENWEST03\WP_ARCHIVE\2003\3081.002\DIV.SEPT.DOC
Simplified Subsurface Profile
February 2000
Project No. 97-42-2272
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35 "71134
Electric Cone Penetrometer Test Results
00 Project:
Point
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10 DATE
Sleeve
Stress
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2p00 5
: 02-07-2000
Pore
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File: API
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Electric Cone Penetrometer Test Results
Project:
Paint
Stress
(tsf)
50 0 100
•
DATE : 02-07-2000 File: API
Sleeve
Stress
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Pare Friction
Pressure Ratio
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Zone Soil Behavior Type
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Sensitive Fine Grained Soil
2 Organic Material
3 CLAY
4 Silty CLAY to CLAY
5 clayey SILT to silty CLAY
6 sandy SILT to clayey SILT
7 silty SAND to sandy SILT
8 SAND to silty SAND
9 SAND
10 gravelly SAND to SAND
11 hard fine Grained Soil
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Project: DATE
Point Sleeve
Stress Stress
(tsf) (tsf)
0 ° 100 200 0
Electric Cone Penetrometer Test Results
File: AP2
Friction
Ratio
(%)
: 02-07-2000
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Electric Cone Penetrometer Test Results
Project: DATE : 02-07-2000 File: AP2
Sleeve Pore Friction
Stress Pressure Ratio
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BO
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117
0. m 7
8 100
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Friction Ratio 00
Zone Soil Behavior Type
Electric Cone Classification Data
1 Sensitive Fine Grained Soil
2 Drganic Material
3 CLAY
4 Silty CLAY to CLAY
5 clayey SILT to silty CLAY
6 sandy SILT to clayey SILT
7 silty SAND to sandy SILT
8 SAND to silty SAND
9 SAND
10 gravelly SAND to SAND
11 hard fine Grained Soil
12 cemented SAND to clayey SAND
13 Potential Liquefaction Zone
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6 sandy SILT to clayey SILT
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EMMqW:Cg§g 66666666666666
e
1E222,g“384,13A22,9ra 0 t . 6
gEr-:.-:96RA, RAg°Ag&, 51 t 0 .
z t.
o
6 OW,-.0e-MCOCOM.T M C,,M1-6 , 0 ill q
-.z,8,131r:8888cr768V8'g,SW2E 0 iii
0 .5.
' E 0
E OW,..-N NCOMMOMMM , il6 EzA828V ONNCOMNNOM Or?,..04MNO...M 0 . .--....000000006o66 8.9 INNNN777.
c4
11- -,‘.-NNNNO1NMA
CO E 00CACD". ,NO0
tEA WCOMgCMCOOMNI
d m;;RgiNg"m-esi
---.,.K1 E m 8 r :2 828282 NcOnC ,0
CN
m
pc q-§888888822F_828
OM
w L!".20t.O.0 0 .0.60.40
er,E0O MMMM N -
Settlement, m
ettlementvsDepth
52.-oum
§2.7,
<15,-
38 E000 d 2o4r4 N
0 00.. t 2 8 E 66 n: 6 o" c9,6 6 2,1: 20 MMNMMV0mg
a. a.
0 00M,0 MOO,WM.CCM'g
0 0 00'6
0666
8 COM,
0 666
1 w qjda
Date: v .1Z-5 1
Date: Sheet No. of
•
Form: Vta.(comp 11/93)
COMPUTATIONS
Job No.: .-1?
Checked By:
Subject:
cYl} = 2. [ P.
G3 7 — log -1
a a e R2
FIG.3.8
3.1.6 ASYMMETRICAL VERTICAL TRIANGULAR LOADING
(Fig.3.7, Gray, 1936)
... (3.8a) a+b-x
a
z
= 7 1
+ Log
R 2
-LI + (a - —)14] R2 R, 2
R1 -I
Rz loge
... (3.9d)
a = [ x Tr a
a+b-x 5 + 2z Log ILI 4.
a e Ro
SURFACE LOADS ON SEMI-INFINITE MASS
FIG. 3.7
• (3.8b)
• (3.8c)
R1 1
1°ge R -2 050 b z 04,
Rz
040
"0""
minuncr••0011/A01111 rirmovp;;Mirlii moo Awl
iIIII
1111111111t
11111111
11111
0.01 2 4 6 801 2 4 6 810 68100
lz
030
>0.20
2E ra
if La b
2r[ s a+1,13-x 5 + log + 7 a
a e Ro
Influence factors for az beneath the edge of
the loading have been published by Osterberg (1957)
and are shown in Fig.3.9.
T -=- X2
a s=
+ ((1- 7 a e Ro
log — + Log --L -+ R)2 +
e R2 a b
... (3.8d)
P. rxa a+b-x
Tr I- a b " + loge + Loa -R-1- 1
a e Ro b -e R2
-((I zoae loge (1 f)2f 7 a - Ro R2 a b
... (3.8e)
T= 1 R1 log +
1 log -IL)2 + (1 _
max 7 a e 1.4)D R2 a b
... (3.8f)
3.1.7 VERTICAL "EMBANKMENT" LOADING
(Fig.3.8, Gray, 1936)
[ $ a
— - R
z ... (3.9a)
2 =
2 a e Ro
og R,
• (3.9b)
T=
X2 7 a R2 2
... (3.9c)
FIG.3.9 Influence chart for vertical stress due to
embankment loading (Osterberg, 1957).
ELASTIC SOLUTIONS FOR
SOIL AND ROCK MECHANICS
H. G Poulos
Reader in Civil Engineering,
University of Sydney
Professor of Civil Engineering,
(Soil Mechanics)
University of Sydney
JOHN WILEY & SONS, INC.
NEW YORK . LONDON SYDNEY TORONTO
S
Job No.:7 1? By: (r vo a
Form: Vta.(comp 11/93) Checked By:
COMPUTATIONS Subject:
Date:
N
AN ENGINEERING MANUAL FOR
SETTLEMENT STUDIES
by
J. M. Duncan
and
A. L. Buchignani
June, 1976
TABLE 9.-- APPROXIMATE CORRELATION BETWEEN C AND v
LIQUID LIMIT (After Terzaghi and Peck,
1967)
Liquid Limit (%) Range of C
V
(ft2/yr)
30 40
50 60
70 80
90 20 to
12 to
8 to
5 to
9 4(
3 to
ils
2 to
06 1 to
360
, z
230
150 ,,
90 T4
5.„z,3
36 23
51 EVEt Z/H Es U %
52 Es/
Et
0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
STRAIN PROFILE CALCULATION TIME RATE CALCULATION
Fig. 15 CHART FOR CALCULATING RATE OF SETTLEMENT
FACTOR - T
Ui
2 DRAINAGE
C
URVES
FOR
,
7 till
54 co
1N3383d -11 - NOLLV0110SNOO AO 338030
Job No.: 9'14 ? —7 ;f: .7?. By: 5441 i Date:(1/5100
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject: r
; •
B3
10 100 1,000 10,000
4a-. 3 vvok
-10
-8
-6
-4
-2
0 2
4 6
8 10
12 14
16 18
0, po z
February 2000
Project No. 97-42-2272
Pa
4.,14
--- o
VERTICAL EFFECTIVE PRESSURE, kPa
- 7 6`,. 6:6z,
DH-1
4.6 37 ,f
15 Lean CLAY (CL)
Shelby Tube
LOCATION
DEPTH, m
INITIAL MOISTURE CONTENT, %
UNIT DRY WEIGHT, kN/m3
MATERIAL DESCRIPTION
SAMPLE CONDITION
)!.1-
Ft 3 -3 -I 4D1
CONSOLIDATION TEST RESULTS
Airport North Interchange
Camarillo, California PLATE B-6
CONSOLIDATION(97422272.GPJ/DH-01) REB
4/14/00/33342 PM
10 100 1,000 10,000
-10
-8
-6
-2
0 2
4 6
8 10
12 14
16 18
1 VERTICAL EFFECTIVE PRESSURE, kPa
Alt
4,4
February 2000
Project No. 97-42-2272
LOCATION
DEPTH, m
INITIAL MOISTURE CONTENT, %
UNIT DRY WEIGHT, kN/m3
MATERIAL DESCRIPTION
SAMPLE CONDITION
DH-1
1.8 37
13 Lean CLAY (CL)
Shelby Tube
CONSOLIDATION TEST RESULTS
Airport North Interchange
Camarillo, California PLATE B-6
CONSOLIDATION(97422272.GPJ/DH-01) REB
4/14/00/3:33:39 PM
February 2000
Project No. 97-42-2272
0 18
1 10 100 1,000 10,000
VERTICAL EFFECTIVE PRESSURE, kPa
f z IN0 1; 0 0
b 0
12 14
16 LOCATION
DEPTH, m
INITIAL MOISTURE CONTENT, %
UNIT DRY WEIGHT, kN/m3
MATERIAL DESCRIPTION
SAMPLE CONDITION
CONSOLIDATION TEST RESULTS
Airport North Interchange
Camarillo, California
DH-3
3.0 31 4,
18 Lean CLAY (CL)
PLATE B-6
CONSOLIDATION(97422272.GPJ/DH-03) REB
4/11/00/3:07:37 PM
-10
-8
-6
-4
-2
0 2
4 6
8 10
V••
7_ +
, 4 1/4
-10
-8
-6
-4
-2
0 2
4 6
8 10
12 14
16 18
1 10 100 1,000 10,000
VERTICAL EFFECTIVE PRESSURE, kPa
February 2000
Project No. 97-42-2272
F" -z -4-. Ca -7.6
LOCATION
DEPTH, m
INITIAL MOISTURE CONTENT, %
UNIT DRY WEIGHT, kN/m3
MATERIAL DESCRIPTION
SAMPLE CONDITION
DH-1
4.6 37
15 Lean CLAY (CL)
Shelby Tube
CONSOLIDATION TEST RESULTS
Airport North Interchange
CONSOLJDA710N(97422272.GPJ)DH-01) REB
Camarillo, California PLATE B-6
4/14/00/3:33:42 PM
•
•
Job No.: -Z.- By: Date:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject:
•
Sample No : 36
Depth : 6'
Foga McClelland
Project Name Airport Interchange
Project No 97-42-8872 Boring No DH-01
Test Date : 2/25/00 Test No : c2272o
Description : Olive brown cloyey SILT
Remarks : -
CONSOLIDATION TEST
SUMMARY REPORT
a
2,
6. 1 o° 1o1 102
10-I 1O 10 102
of Time metbrKI
ore Root of lime method
1111DIMImile gar
VERTICAL STRESS (t/ft^2.)
a
OE/1E/2000 09:54 8056508694 FUGRO LAB PAGE 04
Fugro McClelland
Project Name : Airport Interchange
Project No : 47-42-2272 Boring No : DH-01
Test Date : 2/25/04 Test No : c2272b
Description Very dark grayish brown CLAY
Remarks : -
Sample No : 39
Depth : 15'
1010•11111111111111•111111111111111111111110101MW
CONSOLIDATION TEST
SUMMARY REPORT
10° ioi
9. 12.
1V
a
3 to.] of Time method
u Slum Root of lime method 10.2 Naikomak,
N
lo° 101 107
VERTICAL STRESS (t/ft^2)
VA1
HI vo 111711.3 1
06/16/2000 09:54 8056508694 FUGRO LAB PAGE 02
CONSOLIDATION TEST
SUMMARY REPORT
Ili INIMEMIII
"(7) IIIIIMININ
,
cNi
11111 I Pa M
10 III
•:,:f., '_-_•IIi&i I Iii11 > C ) j il
Fugro McClelland
Project Name : Airport Interchange
Project No : 97-42-2272 Boring No : DH-03
Test Date : 3/6/00 Test No : c2272c
Description Brown silty CLAY
Remarks : Sat
Sample No : 57
Depth : 10'
BE/1E/2000 09:54 8056508694 FUGRO LAB PAGE 03
\\VENWEST03\WP_ARCHIVE\2003\3081.002\DIV.SEPT.DOC
Axial Pile Calculations
125
2.500%
Existing
Grade
Caltrans
etric
PILE DATA - C SS TYPE PP 610xI2.7
Location * of
Piles Diameter
Design Loading
(Service Load)
Nominal Resistance Specified
CompressionTension Tip Elev
(mm) (kN) (kN) (kN) (Meters)
Abut I 29 6)0 625 1250 3.7 (4)
Bent 2 48 610 875 1750 67 1.8 (4)
At 3 29 610 625 1250 3.7 (4)
07 VEN 101 25.57/28.56
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
CITY OF CAMARILLO
600 CARMEN DRIVE
CAMARILLO, CALIFORNIA 93010
TETRA TECH INC.
16241 LAGUNA CANYON ROAO
SUITE 200
IRVINE, CALIFORNIA 92618
61 000 - Measured Along 'B Line
of Construction
30 500 & Bent 2 30 500
Los
Toe of Fill Toe of Fill
5650 Min
Vert Clr
Near Side
& Far Side ILL "
-------- r 1 ;
Abut 3
+20
Existing
Grade
- -RAW--
*80
2 00
ff
II ;1 11
Bent 2
10 ELEVATION
1:200
Datum Elev 20.00
1500 - .
13 800 305
Toe of Fill
LIVE LOADING: NS20-44 ANO ALTERNATIVE
ANO PERMIT DESIGN LOAD PREPARED FOR THE
WI K.ANDERSON STATE OF CALIFORNIA
Profile
Grade
I n ] I 1
'B' Line
Future
Utility
Opening
Typ
,,,--1220 0
Columns
SW
I
1.4- c4
L.1. -LL I-1J -L
i
:. f , f n if
1 . I :4 i
i I
i i I I—
II il Iiii II ii 1 1
1..;,..AT
1 I I
Loc1 LO Loci LO
1 1 141 1 1 ii ii II il 1 i
LA/ Li L41 L41
IIIIIII
Loc1 Lci Lci LO LO
I-1. -LIFinish
Grade
&NAV
I II II
L.1 11 II . L41
TYPICAL SECTION
I: 100
LEGEND:
(1) Paint Bridge Na. 52-0455
(12) Paint 'Springville Drive Overcrossing'
NOTES:
1. Traffic will pass thraugn construction
(4.6 m min vertical clearance required
under falsewark).
350.000 m VC
PROFILE GRADE
No Scale
Elev 30.250
r n
IC-CU 1 3
2 ---------- II
U
Abut I
Thy Store of Callrornla or lts officers or agents shall not be responslNe for the accuracy or completeness of
electroNc copies of tNs plan sheet.
A. Design tip elevation is controlled by the following demands: (I) compression, (2) tension, (3) lateral load. (4) liquefaction/downdrog.
B. To accomodate downdrag loads far abutment plles.the ultimate pile capacity should be no less than 3000 kn. To accomodate downdrog load for bent piles, the ultimate pile capacity should be no less than 2400 kn.
C. Specified tip elevations accomodate downd dg from liquefaction-related settlement and should not be raised. Potential liquefaction may occur In thin loose sandy layers throughout the subsurface profile, see cpt data.
210
NOTES:
305 1,509 13 800
3p of Fill _
-
0 II 032 5655
1 564
----..--..—. -
I 2
I
.111.5
Top of Fil l
I:1.5, 0 8 00 , -
QIIIII 88 9+67.000
0 Elev 33.091 0
Line 9+97.550=
Construction 50+00.000
Elev 33.099
CO 00
_ .4
'B' Line 1
.4 • S 6'10'49'
_ - o
EB 10+28.000
o
00 Elev 32.962 rn
111.5, o 4 1:8.5
Top of Fill
-
L
o In L
o
m
c
o
w
a
n
-
Cr% .7
w
m
o -
o
u
m
o
..:
1-
0 Tap of Fill
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD PLAN
1.200
Concrete Barrier
Type 26 Modified
With Type 7 Chain
Link Railing Typ
-2%
1 1
CIP/PS \\ /1
Concrete
Box Girder
Metal Beam Guard Railing
C.4) Structure Approach Type n(9s)
(D Slope Paving
(70 Bridge Mounted Sign (see Roadway Plans)
(1) Conduit Openings 7
(8) Raised Median
git Indicate Points of Minimum Vertical Clearance
ALL DIMENSIONS SHOWN ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN.
SPRINGVILLE DRIVE OVERCROSSING
Toe of Fill
Z I
DESIGN " B. SHAFFER J.MAHONEY LOAO FACTOR
OESIGN
0 OETAILS " P.MURPHY J. MAHONEY LAYOUT
I 1 ED
00 ww
00 ww
ct.O.
wW
1-2
4 —
0E2. For General Notes. see 'DECK CONTOURS'
sheet.
3. Far Prestressing Note. see 'GIRDER
LAYOUT' sheet.
4. For index to plans and quantities.
see 'DECK CONTOURS' sheet.
RIQ
DANIEL J. NOVAK 52-0455
PROJECT ENGINEER ItPIPM
QUANTITIES " B. SHAFFER D.NOVAK SPECIFICATIONS D.NOVAK P1009 009 SPECS MIAMPEZI DEPARTMENT OF TRANSPORTATION 27.0 GENERAL PLAN ORIGINAL SCALE IN MILLIMETERS CU 07 REGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 EA 191601 EARLIER REVISION DATES S/11/03 16 EFAO.C2A.13 STANOAR0.2CL SRERBO (REV. I/901 USERNAME .0$USER OCR FILE .>Nr\0550\049\AIr t\GADO\5r ppI01.0.0,1
in=
Expanded Palyestrene
Some Thickness as Bearing
Pad
GIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
E I as
See Be
amerfc Bearing
aring Pad Detail an
'ABUTMENT DETAILS NO. I'
c. Abut 1 Bearing
15 910 15 910
6 Spaces e 2185=13 110 6 Spaces e 2185=13 110
7 Spaces 0 2185=15 295 7 Spaces 0 2185=15 295 r
, L \--,4 ---' C
,,......,6, \---,,, ,
3 4 - - •
0 ft')
0 0
0 DESIGN " B. SHAFFER
ocom J. MAHONEY PREPARED FOR THE
OETALS P. MURPHY Q"1E°J. MAHONEY
DANIEL J. NOVAK STATE OF CALIFORNIA PROJECT ENGINEER
OUANTITIES " B. SHAFFER D.NOVAK DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE N MILLIMETERS I I
FOR REDUCED PLANS 0 I 2
SHEET OF
4 16
REVISION OATES (PRELIMINARY STAGE ONLY)
9/11/03
07 VEN 101 25.57/28.56
etrhc REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
CITY OF CAMARILLO
600 CARMEN DRIVE •I> Nuc-ru9)":.?
CAMARILLO, CALIFORNIA 93010 ( OF C141- 1.
0 TETRA TECH INC.
o 16241 LAGUNA CANYON ROAD
LO SUITE 200
IRVINE, CALIFORNIA 92618
DANIEL J
NOVAK
2978
E„,„ 6-3oy*
The State of California or Its officers or agents snail not be responsible for the accuracy or completeness of
electronic copies of tats plan sleet.
Note:
For Section C-C
See 'ABUTMENT DETAILS
NO.1' Sheet
1,0,17„,‹
' __a ,
T-- T--
--'71
74 7 rrr
on<
7 , r -- — T— —— 9-5
—n—
;7. < q q4o ,qt55q 4 2 2. 5
444
Nate: Abutment 1 shown, Abutment 3 similar, opposite
NOTE:
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 0E004 030190131
ZFA0a24.13 STANOAR0.2CL ZRSR11.0 (REV. I/90/
PILE LAYOUT
1:50
CU 07
EA 191601
USERNAME .> SUSER
DON FILE N. \ 0550 \ H49 \ A rport \ GADD \ srobdt01. dcri
ALL DIMENSIONS SHOWN ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN.
SPRINGVILLE DRIVE OVERCROSSING
ABUTMENT LAYOUT I
OISREGARO PRINTS BEARING
EARLIER REVISION DATES
0O w
F0 0
_I _I 0. ow
2 o
2400 2400
(Typ)
1665 2400 2400 2400
Concrete Barrier not
Shawn for Clarity
2400 2400
PLAN
1350
2400 2400 2400 1665
/1
=
ELEVATION
1:50
Edge of Footing
BRIOGE NO.
52-0455
NP/PM
27.0 Abut I Bearing
•B'
LEGEND1
Indicates bottom of footing elevation
in meters.
Denotes piles, oil piles not
shown for clarity.
BENCH MARK DATA
NAVD 88 VEN CON AD1 Pub 1992 Elev 27.713
0.64 km Southerly along Los Posos rood from
the Venture Highway 101, 6858 mm westerly
from the center of construction of Los Posos
rood, set over center of double 1524 mm X 914 mm
concrete box. CITY OF CAMARILLO
600 CARMEN ORIVE
CAMARILLO, CALIFORNIA 93010
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
S 610'49 W S 6' 10'49' W
0 f
Sto 9+67:6 r 10+27.565
Construction & i Bent 2
crAbut I Bearing Abut 3 Beoring
‘
WWLOU
Column
l‘L./
I. 621
Column
1 Line 9+97.550 =
'B' Line
S 6' 10'49' 4
w
ci Column
ci Column
WWLOL
S 61049' W
128.49
PLAN
1=125
21.62 •')
28 401
SUR VEY ED " ASL SURVEY
PHOTOGRAMMETRY AS OF) 8/98
ccpn' ASL SURVEY
DESIGN
DETAILS
MSIGN
DETAILS
B. SHAFFER
" P.MURPHY
oco.m J. MAHONEY
DCOO J. MAHONEY
CHECKED " OUANTITIES By B. SHAFFER "c"lmD.NOVAK
8V
FOUNDATION PLAN
REVISION DATES (PRE_IMINARY STAGE ONLY) SHEET
3 OF
9/16/03 16
01ST COUNTY ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
07 VEN 101 25.57/28.56
NOTE;
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
TETRA TECH INC.
16241 LAGUNA CANYON ROAD
SUITE 200
IRVINE, CALIFORNIA 92618
The State of California or Its ofricers or agents stall not to responsible for the accuracy or completeness of
electronic copies of tNs plan sheet.
ALL DIMENSIONS SHOWN ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN.
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
I I
3 DANIEL J. NOVAK
PROJECT ENGINEER
CU 07
EA 191601
ORIGINAL SCALE IN MILLIMETERS
FOR REOUCED PLANS 0
52-0455
BRIDGE NO. SPRINGVILLE DRIVE OVERCROSSING
OISREGARO PRINTS SEARING
EARLIER REVISION DATES
27.0 (P/PM
USERNAME > SUSER
DGN FILE > N. \ 0550 \ 849 \ A I rport \ CA00 \ sr fnp I 0 I . don 7 **-
pmit Upper Sofflt
..Cleoronce to Moln Cop Reinforcement
**Reinf moy be Bent or Lowered to Cleor Prestress Ducts **Ploce Reinforcement to Cleor Prestress Ducts by 25 mm
SECTION D-D
F ore Reinf 1:20
75 Superstructure
Soffit
Flored
Section
c. Bent
#25 Hoop 0 76
1_5Q m Clr
c. *43 Totol 20 Column
SECTION B-B
1120
25 mm Exponsion
Joint Filler
c. Bent
1220
\fte.4"
1 c. Column
Hoop 0 150
R=305
3 * 19 Total 8
SECTION C-C SHEAR KEY DETAIL
1:20
NOTE:
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 52-0455 SPRINGVILLE DRIVE OVERCROSSING
7 15
Column
FOOTING PLAN
1:50
"Th
*32 0 150
Bottom Mot
Bent
Column
FOOTING REINFORCEMENT
1:50
ALL DIMENSIONS SHOWN ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN.
#I9 r—lo 300
Top Mot
DRIG E NO
KP/Pm
27.0 DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BENT DETAILS NO. 2
REVISION OATES (PREIMINARY STAGE ONLY)
9/11/03
SHEET OF
DETAIL 4
No soote
Column
FOOTING DETAIL
Is 20
#I9 1 0 300 Both Woys
—
Hook Around Top ond
Bottom Mots, Typ
Typ Column Reinf
• IN\ eiN. IN\ 1N\ 4>\\)! IN\ .N\ iN\ .N.,,,,/4N //IN /iNt/is //4N //4N //IN /AN //AN • I
\e. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C) • 0 • • • • ti \__--,----,----,----,---_\ \-----\„\y......
I
,----c----,
' ) Yi
,
Sheor Key Reinforcing
See Section C-CConst Joint
25 mm Exponslon Joint FIller —...,,,
*19717N
DESIGN " B. SHAFFER
DETAILS " P. MURPHY
ouANtrriEs " B. SHAFFER
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE W MILLIMETERS I 1
FOR REOUCEO PLANS 0 3
DANIEL J. NOVAK
PROJECT ENGINEER
CU 07
EA 191601
mmwo, J. MAHONEY
J. MAHONEY
DDED D.NOVAK
c. Bent
*19 0 305 Mox
Cont into Overhon
Reinf Totol 26 re----Q Column
SECTION A-A
1.2o
2. No construction, povement, stdewolk,
Ect., which would restrict column
deflection is ollowed within 100 mm Clr
of column foce, Typ ot oil columns.
I. No lop splices 01 lowed In mom n bent cop
reinforcing. See Plon on 'BENT DETAILS
NO l' for locotion of mechontcol splices
or butt welds.
Notes:
,fc
rs'Im
*22 Totol 6 ***
75,
Stirrup
-- *19 r---7C 200 Within
1220 mm of Q of Column
0 300 Within COlumn
2-*43 Cont. Total 8
Bundles (16 Bars)
Limit of or
ond Distribution Re!nf. Typ
75 2-#43 Cont Totol 8
Bundles (16 Bors)
Cont,Totol 6 *.
KILOMETER POST
TOTAL PROJECT
25.57/28.56
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
CITY OF CAMARILLO
GOO CARMEN DRIVE
CAMARILLO, CALIFORNIA 93010
TETRA TECH INC.
16241 LAGUNA CANYON ROAD
SUITE 200
IRVINE, CALIFORNIA 92618
The State of Callfornla or Its officers or agents shall not be respansfble for the accuracy or completeness of
electronic copies of this plan sheet.
ROUTE
101
Bent
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Job No.:-174? Z?7? By: vv)
Checked By: Date: Sheet No. of
Subject:
Form: Vta.(comp 11/93)
COMPUTATIONS
Date:
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Job No.:9,7 4 7 7 By: Date:
Form Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject: •
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Job No.: 9347- By:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject:
Date:
:607, 6- 5 r-0A AA 67 eel I
o o 7
77-
.00
-
•6- / 6/ k
96" 6,-. 10 1 409 gtt.
‘,
s 413g
• •
Form: Vta.(comp 11/93)
COMPUTATIONS
•
Job No: 13 4 - 7-7 7„ By: .7- Date:
Checked By: Date: Sheet No. of
Subject: ::g, /7-10/1 g 0 C1,0 —
to
9 6 )5_ l Pk x//10,,„,
a
•
3 1-2- 4.7 S0-4
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Job No.: 'r7 - ?7-e_ By:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject:
Date:
•
•
Job No.: 3 , 00 z By: S Date:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject:
1 7 -
O, I — 7
= 4 I 3
10,7 26-,as
z_ =
4 1q
•
La 7e-itsit. ql
Foundation Loads for Springville Drive Overcrossing
Bent 2
Assumed 890 ki\I PP 610x12.7 CISS piles
Assumed 73 kN(16 kip) lateral service capacity 6
mm (1/4") 73 IL= k.ou
Assumed 145 kN (33 kip) lateral ultimate capacity
25 mm (1")
4 column bent, 4 separate footings with minimum
pile spacing of 1.52 m (5 ft)
DL= 6650 kN (1500 kips) g 7 ) key
LL = 1600 kN (350 kips) 1.1-7 -7,70
Seismic Vertical Load = 7500 kN (1700 kips) )
Lateral plastic hinging load = 1100 kN (250 kips)
Abutment 1
Assumed 625 kN PP 610x12.7 CISS piles
Assumed 90 kN (20 kip) lateral service capacity 6
mm (1/4") -zq
Assumed 182 kN (41 kip) lateral ultimate capacity
25 mm (1") ig7 f gAe
Seat type abutment, with minimum pile spacing
distance of 1.88 m (6.1 ft)
DL= 14400 kN (3250 kips) k"1
LL = 2400 kN (550 kips)
Lateral soil load = 2400 kN (550 kips)
•-• ; Z
Abutment 3
Assumed 625 kN PP 610x12.7 CISS piles
Assumed 90 kN (20 kip) lateral service capacity 6
mm (1/4")
Assumed 182 kN (41 kip) lateral ultimate capacity
25 mm (1")
Seat type abutment, with minimum pile spacing
distance of 1.88 (6.1 ft)
DL = 14400 kN (3250 kips)
LL = 2400 kN (550 kips)
Lateral soil load = 2400 kN (550 kips)
it r
By: 'Si Date:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
COMPUTATIONS Subject: e 0 C
Job No.:
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Date:
Job No.: By:
Checked By:
Subject:
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Form: Vta.(corrtp 11/93)
COMPUTATIONS
Date:677 c,
Sheet No. of
0 , iO 0 0 7 7 -4_ 9 7 ,
a)
a)
CT
Nf `aouelsIsaH elewg111
0 0 5 10 15 20 25 30 35
40 35
30 25
20 15
10 Settlement, mm
5 10 15 20 25 30 35
Depth, m
0 ie
Depth, m
Loading curve-st Load distr.-st Loading curve-liq. Load distr.-liq Settlement, mm
40 35
30 25
20 5
10 4000
3500
3000
2500
10 15 20 25 30 35
1500
1000
500
0 0 5
5 5 10 15 20 25 30 35
Depth, m
Depth, m
Loading curve-st
2000
Load distr-st
Job No.: g7 7:7 4 By: Date:
Form: Vta.(comp 11/93) Checked By: Date:
COMPUTATIONS Subject:
Sheet No. of
c44.
•
E cy
k44
o
- r2
77 1 '7 4
.4„ ,
Z 10
4 0
14 E , 117
4 kAl
8,7 559. IC) )404— ID -7
C
<_L,77 g
14 a
7 - -2" 0 700 9.4
Y)
COMPUTATIONS Subject:
0 Job No.: c17-, 4 7- 7-7 7 4 By:
Form: Vta.(comp 11/93) Checked By: Date: Sheet No. of
Date:
Axial Capacity (kixi)
500 1000 1500 2000 2500 3000 3500 4000 4500 5000
I I
v Skin Friction
o Tip Resistance
Total Capacity
00 N
Axial Load (kN)
500 1000 1500 2000 2500 3000 3500 4000
v Curve #1
66 ill, gp 0
AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus
VERSION 3.0 - (C) COPYRIGHT ENSOFT,INC.,1998.
Springville, 0.61m closed end pipe, L3,0fri
DESIGNER : SmB
DATE : 3/14/2001
PILE PROPERTIES :
PERIMETER OF PILE WITH NONCIRCULAR SECTION= .00 MM.
TIP AREA OF PILE WITH NONCIRCULAR SECTION = .00 SQM
OUTSIDE DIAMETER OF CIRCULAR PILE = 609.60 MM.
INTERNAL DIAMETER OF CIRCULAR PILE = .00 MM.
PILE LENGTH = 28.00 M.
MODULUS OF ELASTICITY = .384E+08 KPA
LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION = .00 M.
INCREMENT OF PILE LENGTH USED IN COMPUTATION .25 M.
SOIL INFORMATIONS :
LATERAL EFFECTIVE FRICTION BEARING
SOIL EARTH UNIT ANGLE CAPACITY
DEPTH TYPE PRESSURE WEIGHT DEGREES FACTOR
M. KN/CM
.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 9.20 .00 .00
6.10 CLAY .00 9.20 .00 .00
6.10 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
30.50 CLAY .00 9.20 .00 .00
MAXIMUM MAXIMUM UNDISTURB REMOLDED
UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END
FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING
KPA KPA KPA KPA KPA KPA
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
1 **********************
* COMPUTATION RESULT *
**********************
******************** ******************** ******************* * FED. HWY. METHOD * * ARMY CORPS METHOD * * LAMBDA 2 METHOD * ******************** ******************** ******************* PILE
PENETRATION
M.
TOTAL
SKIN
ERIC
KN.
END
BEARING
KN.
ULTIM
CAPACITY
KN.
TOTAL
SKIN
ERIC
KN.
END
BEARING
KN.
ULTIM
CAPACITY
KN.
TOTAL
SKIN
ERIC
KN.
END
BEARING
KN.
ULTIM
CAPACITY
KN.
.0 0. 105. 105. 0. 105. 105. 0. 105. 105.
.3 0. 105. 105. 16. 105. 121. 20. 105. 125.
.5 7. 105. 113. 32. 105. 137. 38. 105. 143.
.8 22. 105. 127. 48. 105. 153. 55. 105. 160.
1.0 37. 105. 142. 64. 105. 169. 72. 105. 177.
1.3 52. 105. 157. 80. 105. 185. 90. 105. 195.
1.5 67. 105. 172. 96. 105. 201. 107. 105. 212.
1.8 82. 105. 187. 112. 105. 217. 125. 105. 230.
2.0 97. 105. 202. 128. 105. 233. 143. 105. 248.
2.3 112. 105. 217. 144. 105. 249. 161. 105. 266.
2.5 126. 105. 232. 160. 105. 265. 180. 105. 285.
2.8 141. 105. 246. 176. 105. 281. 199. 105. 304.
3.0 156. 105. 261. 192. 105. 297. 219. 105. 324.
3.3 171. 105. 276. 207. 105. 313. 239. 105. 344.
3.5 186. 105. 291. 223. 105. 329. 258. 105. 363.
3.8 201. 105. 306. 239. 105. 344. 278. 105. 383.
4.0 216. 105. 321. 255. 105. 360. 298. 105. 403.
4.3 231. 105. 336. 271. 105. 376. 317. 105. 422.
4.5 246. 105. 351. 287. 105. 392. 337. 105. 442.
4.8 260. 105. 365. 303. 105. 408. 357. 105. 462.
5.0 275. 105. 380. 319. 105. 424. 377. 105. 482.
5.3 290. 133. 424. 335. 133. 469. 397. 133. 530.
5.5 305. 166. 471. 351. 166. 517. 417. 166. 582.
5.8 320. 198. 518. 367. 198. 565. 437. 198. 635.
6.0 335. 230. 565. 383. 230. 613. 457. 230. 687.
6.3 350. 263. 612. 399. 263. 662. 477. 263. 740.
6.5 373. 263. 636. 419. 263. 682. 512. 263. 774.
6.8 405. 263. 668. 443. 263. 706. 546. 263. 809.
7.0 437. 263. 700. 467. 263. 729. 580. 263. 843.
7.3 470. 263. 732. 491. 263. 753. 614. 263. 877.
7.5 502. 263. 764. 515. 263. 777. 647. 263. 910.
7.8 534. 263. 797. 539. 263. 801. 681. 263. 944.
8.0 566. 263. 829. 563. 263. 825. 714. 263. 977.
8.3 598. 263. 861. 587. 263. 849. 747. 263. 1010.
8.5 630. 263. 893. 610. 263. 873. 780. 263. 1043.
8.8 663. 263. 925. 634. 263. 897. 813. 263. 1075.
9.0 695. 263. 957. 658. 263. 921. 845. 263. 1108.
9.3 727. 263. 990. 682. 263. 945. 878. 263. 1141.
9.5 759. 263. 1022. 706. 263. 969. 910. 263. 1173.
9.8 791. 286. 1078. 730. 286. 1016. 943. 286. 1229.
10.0 823. 313. 1137. 754. 313. 1067. 975. 313. 1288.
10.3 856. 340. 1196. 778. 340. 1118. 1007. 340. 1347.
10.5 888. 367. 1255. 802. 367. 1169. 1039. 367. 1406.
10.8 920. 394. 1314. 826. 394. 1220. 1071. 394. 1465.
11.0 958. 394. 1352. 856. 394. 1250. 1113. 394. 1507.
1 11.3 1003. 394. 1397. 892. 394. 1286. 1154. 394. 1548.
11.5 1047. 394. 1441. 928. 394. 1322. 1195. 394. 1589.
11.8 1091. 394. 1485. 964. 394. 1358. 1236. 394. 1630.
12.0 1136. 394. 1530. 999. 394. 1393. 1276. 394. 1670.
12.3 1180. 394. 1574. 1035. 394. 1429. 1317. 394. 1711.
12.5 1225. 394. 1619. 1071. 394. 1465. 1357. 394. 1751.
12.8 1269. 394. 1663. 1107. 394. 1501. 1397. 394. 1791.
13.0 1314. 394. 1708. 1143. 394. 1537. 1437. 394. 1831.
13.3 1358. 394. 1752. 1179. 394. 1573. 1476. 394. 1870.
13.5 1403. 394. 1797. 1215. 394. 1609. 1516. 394. 1910.
13.8 1447. 394. 1841. 1251. 394. 1645. 1555. 394. 1949.
14.0 1491. 394. 1885. 1287. 394. 1681. 1594. 394. 1988.
14.3 1536. 394. 1930. 1323. 394. 1717. 1633. 394. 2027.
14.5 1580. 394. 1974. 1359. 394. 1753. 1672. 394. 2066.
14.8 1625. 394. 2019. 1394. 394. 1788. 1711. 394. 2105.
15.0 1669. 394. 2063. 1430. 394. 1824. 1749. 394. 2143.
15.3 1714. 394. 2108. 1466. 394. 1860. 1788. 394. 2182.
15.5 1758. 394. 2152. 1502. 394. 1896. 1826. 394. 2220.
15.8 1803. 394. 2197. 1538. 394. 1932. 1864. 394. 2258.
16.0 1847. 394. 2241. 1574. 394. 1968. 1902. 394. 2296.
16.3 1891. 394. 2285. 1610. 394. 2004. 1940. 394. 2334.
16.5 1936. 394. 2330. 1646. 394. 2040. 1978. 394. 2372.
16.8 1980. 394. 2374. 1682. 394. 2076. 2016. 394. 2410.
17.0 2025. 394. 2419. 1718. 394. 2112. 2054. 394. 2448.
17.3 2069. 394. 2463. 1754. 394. 2148. 2091. 394. 2485.
17.5 2114. 394. 2508. 1789. 394. 2183. 2129. 394. 2523.
17.8 2158. 394. 2552. 1825. 394. 2219. 2166. 394. 2560.
18.0 2203. 394. 2597. 1861. 394. 2255. 2203. 394. 2597.
18.3 2247. 394. 2641. 1897. 394. 2291. 2241. 394. 2635.
18.5 2291. 394. 2685. 1933. 394. 2327. 2278. 394. 2672.
18.8 2336. 394. 2730. 1969. 394. 2363. 2315. 394. 2709.
19.0 2380. 394. 2774. 2005. 394. 2399. 2352. 394. 2746.
19.3 2425. 394. 2819. 2041. 394. 2435. 2389. 394. 2783.
19.5 2469. 394. 2863. 2077. 394. 2471. 2426. 394. 2820.
19.8 2514. 394. 2908. 2113. 394. 2507. 2462. 394. 2856.
20.0 2558. 394. 2952. 2149. 394. 2543. 2499. 394. 2893.
20.3 2602. 394. 2997. 2184. 394. 2578. 2536. 394. 2930.
20.5 2647. 394. 3041. 2220. 394. 2614. 2572. 394. 2966.
20.8 2691. 394. 3085. 2256. 394. 2650. 2609. 394. 3003.
21.0 2736. 394. 3130. 2292. 394. 2686. 2645. 394. 3039.
21.3 2780. 394. 3174. 2328. 394. 2722. 2682. 394. 3076.
21.5 2825. 394. 3219. 2364. 394. 2758. 2718. 394. 3112.
21.8 2869. 394. 3263. 2400. 394. 2794. 2754. 394. 3148.
22.0 2914. 394. 3308. 2436. 394. 2830. 2790. 394. 3184.
22.3 2958. 394. 3352. 2472. 394. 2866. 2826. 394. 3220.
22.5 3002. 394. 3396. 2508. 394. 2902. 2863. 394. 3257.
22.8 3047. 394. 3441. 2544. 394. 2938. 2899. 394. 3293.
23.0 3091. 394. 3485. 2579. 394. 2973. 2935. 394. 3329.
23.3 3136. 394. 3530. 2615. 394. 3009. 2970. 394. 3365.
23.5 3180. 394. 3574. 2651. 394. 3045. 3006. 394. 3400.
23.8 3225. 394. 3619. 2687. 394. 3081. 3042. 394. 3436.
24.0 3269. 394. 3663. 2723. 394. 3117. 3078. 394. 3472.
24.3 3314. 394. 3708. 2759. 394. 3153. 3114. 394. 3508.
24.5 3358. 394. 3752. 2795. 394. 3189. 3149. 394. 3543.
24.8 3402. 394. 3796. 2831. 394. 3225. 3185. 394. 3579.
25.0 3447. 394. 3841. 2867. 394. 3261. 3221. 394. 3615.
25.3 3491. 394. 3885. 2903. 394. 3297. 3256. 394. 3650.
25.5 3536. 394. 3930. 2939. 394. 3333. 3292. 394. 3686.
25.8 3580. 394. 3974. 2974. 394. 3368. 3327. 394. 3721.
26.0 3625. 394. 4019. 3010. 394. 3404. 3363. 394. 3757.
26.3 3669. 394. 4063. 3046. 394. 3440. 3398. 394. 3792.
26.5 3714. 394. 4108. 3082. 394. 3476. 3434. 394. 3828.
26.8 3758. 394. 4152. 3118. 394. 3512. 3469. 394. 3863.
27.0 3802. 394. 4196. 3154. 394. 3548. 3504. 394. 3898.
27.3 3847. 394. 4241. 3190. 394. 3584. 3539. 394. 3934.
27.5 3891. 394. 4285. 3226. 394. 3620. 3575. 394. 3969.
27.8 3936. 394. 4330. 3262. 394. 3656. 3610. 394. 4004.
28.0 3980. 394. 4374. 3298. 394. 3692. 3645. 394. 4039. **********************
* API RP-2A (1994) *
**********************
PILE
PENETRATION
M.
TOTAL SKIN
FRICTION
KN.
END
BEARING
KN.
ULTIMATE
CAPACITY
KN.
.00 .0 105.1 105.1
.25 5.6 105.1 110.7
.50 11.8 105.1 116.8
.75 18.8 105.1 123.9
1.00 26.5 105.1 131.6
1.25 34.7 105.1 139.7
1.50 43.3 105.1 148.3
1.75 52.2 105.1 157.3
2.00 61.5 105.1 166.6
2.25 71.2 105.1 176.3
2.50 81.4 105.1 186.5
2.75 92.1 105.1 197.1
3.00 103.3 105.1 208.3
3.25 114.8 105.1 219.9
3.50 126.6 105.1 231.6
3.75 138.6 105.1 243.6
4.00 150.8 105.1 255.8
4.25 163.2 105.1 268.3
4.50 175.8 105.1 280.9
4.75 188.7 105.1 293.7
5.00 201.7 105.1 306.8
5.25 215.0 133.4 348.4
5.50 228.4 165.7 394.1
5.75 242.1 198.0 440.1
6.00 255.9 230.4 486.2
6.25 269.9 262.7 532.6
6.50 288.6 262.7 551.3
6.75 311.9 262.7 574.6
7.00 335.4 262.7 598.1
7.25 359.0 262.7 621.7
7.50 382.8 262.7 645.5
7.75 406.8 262.7 669.4
8.00 430.9 262.7 693.6
8.25 455.3 262.7 718.0
8.50 480.0 262.7 742.7
8.75 505.0 262.7 767.7
9.00 530.2 262.7 792.9
9.25 555.7 262.7 818.4
9.50 581.5 262.7 844.1
9.75 607.5 286.3 893.7
10.00 633.7 313.2 946.9
10.25 660.2 340.2 1000.4
10.50 687.0 367.1 1054.0
10.75 714.0 394.0 1108.0
11.00 744.9 394.0 1138.9
11.25 779.6 394.0 1173.6
11.50 814.5 394.0 1208.5
11.75 849.6 394.0 1243.6
12.00 884.8 394.0 1278.8
12.25 920.2 394.0 1314.2
12.50 955.7 394.0 1349.7
12.75 991.3 394.0 1385.3
13.00 1027.1 394.0 1421.1
13.25 1063.0 394.0 1457.0
13.50 1099.2 394.0 1493.2
13.75 1135.7 394.0 1529.7
14.00 1172.4 394.0 1566.5
14.25 1209.4 394.0 1603.5
14.50 1246.7 394.0 1640.7
14.75 1284.3 394.0 1678.3
15.00 1322.1 394.0 1716.1
15.25 1360.1 394.0 1754.1
15.50 1398.5 394.0 1792.5
15.75 1437.0 394.0 1831.1
16.00 1475.9 394.0 1869.9
16.25 1515.0 394.0 1909.0
16.50 1554.3 394.0 1948.3
16.75 1593.9 394.0 1987.9
17.00 1633.7 394.0 2027.7
17.25 1673.8 394.0 2067.8
17.50 1714.2 394.0 2108.2
17.75 1754.7 394.0 2148.7
18.00 1795.6 394.0 2189.6
18.25 1836.6 394.0 2230.6
18.50 1877.9 394.0 2271.9
18.75 1919.5 394.0 2313.5
19.00 1961.2 394.0 2355.3
19.25 2003.3 394.0 2397.3
19.50 2045.5 394.0 2439.5
19.75 2088.0 394.0 2482.0
20.00 2130.7 394.0 2524.7
20.25 2173.6 394.0 2567.7
20.50 2216.8 394.0 2610.8
20.75 2260.2 394.0 2654.2
21.00 2303.8 394.0 2697.9
21.25 2347.7 394.0 2741.7
21.50 2391.8 394.0 2785.8
21.75 2436.1 394.0 2830.1
22.00 2480.6 394.0 2874.6
22.25 2525.4 394.0 2919.4
22.50 2570.3 394.0 2964.4
22.75 2615.5 394.0 3009.5
23.00 2660.9 394.0 3054.9
23.25 2706.6 394.0 3100.6
23.50 2752.4 394.0 3146.4
23.75 2798.4 394.0 3192.5
24.00 2844.7 394.0 3238.7
24.25 2891.2 394.0 3285.2
24.50 2937.9 394.0 3331.9
24.75 2984.8 394.0 3378.8
25.00 3031.9 394.0 3425.9
25.25 3079.2 394.0 3473.3
25.50 3126.8 394.0 3520.8
25.75 3174.5 394.0 3568.5
26.00 3222.5 394.0 3616.5
26.25 3270.6 394.0 3664.6
26.50 3319.0 394.0 3713.0
26.75 3367.5 394.0 3761.6
27.00 3416.3 394.0 3810.3
27.25 3465.3 394.0 3859.3
27.50 3514.4 394.0 3908.5
27.75 3563.8 394.0 3957.8
28.00 3613.4 394.0 4007.4
AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN
IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION
OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
*************************************************
* COMPUTE LOAD-DISTRIBUTION AND LOAD-SETTLEMENT *
* CURVES FOR AXIAL LOADING
*************************************************
T-Z CURVE
NO.
1 NO. OF
POINTS
10 DEPTH TO CURVE
M.
.0000E+00
LOAD TRANSFER
KPA
PILE MOVEMENT
M.
.0000E+00 .0000E+00
.3522E+01 .9754E-03
.5870E+01 .1890E-02
.8805E+01 .3475E-02
.1057E+02 .4877E-02
.1174E+02 .6096E-02
.1057E+02 .1219E-01
.1057E+02 .1829E-01
.1057E+02 .3048E-01
.1057E+02 .1219E+00
2 10 .1500E+01
.0000E+00 .0000E+00
.5621E+01 .9754E-03
.9368E+01 .1890E-02
.1405E+02 .3475E-02
.1686E+02 .4877E-02
.1874E+02 .6096E-02
.1686E+02 .1219E-01
.1686E+02 .1829E-01
.1686E+02 .3048E-01
.1686E+02 .1219E+00
3 10 .2900E+01
.0000E+00 .0000E+00
.7010E+01 .9754E-03
.1168E+02 .1890E-02
.1752E+02 .3475E-02
.2103E+02 .4877E-02
.2337E+02 .6096E-02
.2103E+02 .1219E-01
.2103E+02 .1829E-01
.2103E+02 .3048E-01
.2103E+02 .1219E+00
4 10 .3000E+01
.0000E+00 .0000E+00
.7234E+01 .9754E-03
.1206E+02 .1890E-02
.1808E+02 .3475E-02
.2170E+02 .4877E-02
.2411E+02 .6096E-02
.2170E+02 .1219E-01
.2170E+02 .1829E-01
.2170E+02 .3048E-01
.2170E+02 .1219E+00
5 10 .4550E+01
.0000E+00 .0000E+00
.8047E+01 .9754E-03
.1341E+02 .1890E-02
.2012E+02 .3475E-02
.2414E+02 .4877E-02
.2682E+02 .6096E-02
.2414E+02 .1219E-01
.2414E+02 .1829E-01
.2414E+02 .3048E-01
.2414E+02 .1219E+00
6 10 .6000E+01
.0000E+00 .0000E+00
.8785E+01 .9754E-03
.1464E+02 .1890E-02
.2196E+02 .3475E-02
.2635E+02 .4877E-02
.2928E+02 .6096E-02
.2635E+02 .1219E-01
.2635E+02 .1829E-01
.2635E+02 .3048E-01
.2635E+02 .1219E+00
7 10 .6100E+01
.0000E+00 .0000E+00
.8785E+01 .9754E-03
.1464E+02 .1890E-02
.2196E+02 .3475E-02
.2635E+02 .4877E-02
.2928E+02 .6096E-02
.2635E+02 .1219E-01
.2635E+02 .1829E-01
.2635E+02 .3048E-01
.2635E+02 .1219E+00
8 10 .8400E+01
.0000E+00 .0000E+00
.1548E+02 .9754E-03
.2579E+02 .1890E-02
.3869E+02 .3475E-02
.4643E+02 .4877E-02
.5159E+02 .6096E-02
.4643E+02 .1219E-01
.4643E+02 .1829E-01
.4643E+02 .3048E-01
.4643E+02 .1219E+00
9 10 .1060E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
10 10 .1070E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
11 10 .2060E+02
.0000E+00 .0000E+00
.2720E+02 .9754E-03
.4533E+02 .1890E-02
.6799E+02 .3475E-02
.8159E+02 .4877E-02
.9065E+02 .6096E-02
.8159E+02 .1219E-01
.8159E+02 .1829E-01
.8159E+02 .3048E-01
.8159E+02 .1219E+00
12 10 .3040E+02
.0000E+00 .0000E+00
.3106E+02 .9754E-03
.5177E+02 .1890E-02
.7765E+02 .3475E-02
.9318E+02 .4877E-02
.1035E+03 .6096E-02
.9318E+02 .1219E-01
.9318E+02 .1829E-01
.9318E+02 .3048E-01
.9318E+02 .1219E+00
TIP LOAD
KN.
TIP MOVEMENT
M.
.0000E+00 .0000E+00
.2463E+02 .3048E-03
.4925E+02 .6096E-03
.9850E+02 .1219E-02
.1970E+03 .7925E-02
.2955E+03 .2560E-01
.3546E+03 .4450E-01
.3940E+03 .6096E-01
.3940E+03 .9144E-01
.3940E+03 .1219E+00
LOAD VERSUS SETTLEMENT CURVE
****************************
TOP LOAD
KN.
TOP MOVEMENT
M.
TIP LOAD
KN.
TIP MOVEMENT
M.
.4196E+01 .8377E-05 .2031E+00 .2513E-05
.4196E+02 .8377E-04 .2031E+01 .2513E-04
.2098E+03 .4188E-03 .1015E+02 .1257E-03
.4196E+03 .8377E-03 .2031E+02 .2513E-03
.1725E+04 .3809E-02 .9905E+02 .1257E-02
.2582E+04 .6408E-02 .1175E+03 .2513E-02
.3308E+04 .1793E-01 .2229E+03 .1257E-01
.3378E+04 .3067E-01 .2929E+03 .2513E-01
.3453E+04 .5599E-01 .3684E+03 .5026E-01
-7-
Axial Capacity (kN)
500 1000 1500 2000 2500 3000 3500 4000
I I I
v Skin Friction
0 Tip Resistance
A Total Capacity
I I I I I
Axial Load (1(N)
200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 -
- - -
1 1
v Curve 1
Total Capacity (k,N)
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 k VI
fe vj
fI
ft
It
to VI
Curve #1
O Curve #2
A Curve #3
0 Curve #4
o Curve #5
0 Curve #6
0 Curve #7
0 Curve #8
0 Curve rAI9
I I 1 1 1 1 1 1 1 1 I 1 1 III
--------- - - - -----
- L _ a
0 ft
0 0
0 0
0 0
0 ft
ft
ft
0 9
0 ft
ft
ft
----- - - -
0 0
0 0
0 0
0 0
0 0
0 fa
0 0
0 0
VI
ft
Path: C:\PILES\APILEP3
File: SPRV1A .APO 29,746 .a.. 3-19-01 11:15:02 am Page 1 AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus
VERSION 3.0 - (C) COPYRIGHT ENSOFT,INC.,1998.
Springville, 0.61m closed end pipe, L25m
DESIGNER : SmB
DATE : 3/14/2001
PILE PROPERTIES :
PERIMETER OF PILE WITH NONCIRCULAR SECTION= .00 MM.
TIP AREA OF PILE WITH NONCIRCULAR SECTION = .00 SQM
OUTSIDE DIAMETER OF CIRCULAR PILE = 609.60 MM.
INTERNAL DIAMETER OF CIRCULAR PILE = .00 MM.
PILE LENGTH = 25.00 M.
MODULUS OF ELASTICITY = .384E+08 KPA
LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION = .00 M.
INCREMENT OF PILE LENGTH USED IN COMPUTATION .25 M.
SOIL INFORMATIONS
SOIL
DEPTH TYPE
M.
:
LATERAL
EARTH
PRESSURE
EFFECTIVE
UNIT
WEIGHT
KN/CM
FRICTION
ANGLE
DEGREES
BEARING
CAPACITY
FACTOR
.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 9.20 .00 .00
6.10 CLAY .00 9.20 .00 .00
6.10 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
30.50 CLAY .00 9.20 .00 .00
MAXIMUM MAXIMUM UNDISTURB REMOLDED
UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END
FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING
KPA KPA KPA KPA KPA KPA
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
**********************
* COMPUTATION RESULT *
**********************
1 Path: C:\PILES\APILEP3
File: SPRV1A .APO 29,746 .a.. 3-19-01 11:15:02 am Page 2 ******************** ******************** ******************* * FED. HWY. METHOD * * ARMY CORPS METHOD * * LAMBDA 2 METHOD * PILE
PENETRATION
M.
********************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
********************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
*******************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
.0 0. 105. 105. 0. 105. 105. 0 105. 105.
.3 0. 105. 105. 16. 105. 121. 20 105. 125.
.5 7. 105. 113. 32. 105. 137. 38 105. 143.
.8 22. 105. 127. 48. 105. 153. 55 105. 160.
1.0 37. 105. 142. 64. 105. 169. 72 105. 177.
1.3 52. 105. 157. 80. 105. 185. 90 105. 195.
1.5 67. 105. 172. 96. 105. 201. 107 105. 212.
1.8 82. 105. 187. 112. 105. 217. 125 105. 230.
2.0 97. 105. 202. 128. 105. 233. 143 105. 248.
2.3 112. 105. 217. 144. 105. 249. 161 105. 266.
2.5 126. 105. 232. 160. 105. 265. 180 105. 285.
2.8 141. 105. 246. 176. 105. 281. 199 105. 304.
3.0 156. 105. 261. 192. 105. 297. 219 105. 324.
3.3 171. 105. 276. 207. 105. 313. 239 105. 344.
3.5 186. 105. 291. 223. 105. 329. 258. 105. 363.
3.8 201. 105. 306. 239. 105. 344. 278. 105. 383.
4.0 216. 105. 321. 255. 105. 360. 298. 105. 403.
4.3 231. 105. 336. 271. 105. 376. 317. 105. 422.
4.5 246. 105. 351. 287. 105. 392. 337. 105. 442.
4.8 260. 105. 365. 303. 105. 408. 357. 105. 462.
5.0 275. 105. 380. 319. 105. 424. 377. 105. 482.
5.3 290. 133. 424. 335. 133. 469. 397. 133. 530.
5.5 305. 166. 471. 351. 166. 517. 417. 166. 582.
5.8 320. 198. 518. 367. 198. 565. 437. 198. 635.
6.0 335. 230. 565. 383. 230. 613. 457. 230. 687.
6.3 350. 263. 612. 399. 263. 662. 477. 263. 740.
6.5 373. 263. 636. 419. 263. 682. 512. 263. 774.
6.8 405. 263. 668. 443. 263. 706. 546. 263. 809.
7.0 437. 263. 700. 467. 263. 729. 580. 263. 843.
7.3 470. 263. 732. 491. 263. 753. 614. 263. 877.
7.5 502. 263. 764. 515. 263. 777. 647. 263. 910.
7.8 534. 263. 797. 539. 263. 801. 681. 263. 944.
8.0 566. 263. 829. 563. 263. 825. 714. 263. 977.
8.3 598. 263. 861. 587. 263. 849. 747. 263. 1010.
8.5 630. 263. 893. 610. 263. 873. 780. 263. 1043.
8.8 663. 263. 925. 634. 263. 897. 813. 263. 1075.
9.0 695. 263. 957. 658. 263. 921. 845. 263. 1108.
9.3 727. 263. 990. 682. 263. 945. 878. 263. 1141.
9.5 759. 263. 1022. 706. 263. 969. 910. 263. 1173.
9.8 791. 286. 1078. 730. 286. 1016. 943. 286. 1229.
10.0 823. 313. 1137. 754. 313. 1067. 975. 313. 1288.
10.3 856. 340. 1196. 778. 340. 1118. 1007. 340. 1347.
10.5 888. 367. 1255. 802. 367. 1169. 1039. 367. 1406.
10.8 920. 394. 1314. 826. 394. 1220. 1071. 394. 1465.
11.0 958. 394. 1352. 856. 394. 1250. 1113. 394. 1507.
11.3 1003. 394. 1397. 892. 394. 1286. 1154. 394. 1548.
11.5 1047. 394. 1441. 928. 394. 1322. 1195. 394. 1589.
11.8 1091. 394. 1485. 964. 394. 1358. 1236. 394. 1630.
12.0 1136. 394. 1530. 999. 394. 1393. 1276. 394. 1670.
12.3 1180. 394. 1574. 1035. 394. 1429. 1317. 394. 1711.
12.5 1225. 394. 1619. 1071. 394. 1465. 1357. 394. 1751.
12.8 1269. 394. 1663. 1107. 394. 1501. 1397. 394. 1791.
13.0 1314. 394. 1708. 1143. 394. 1537. 1437. 394. 1831.
13.3 1358. 394. 1752. 1179. 394. 1573. 1476. 394. 1870.
13.5 1403. 394. 1797. 1215. 394. 1609. 1516. 394. 1910.
13.8 1447. 394. 1841. 1251. 394. 1645. 1555. 394. 1949.
14.0 1491. 394. 1885. 1287. 394. 1681. 1594. 394. 1988.
14.3 1536. 394. 1930. 1323. 394. 1717. 1633. 394. 2027.
14.5 1580. 394. 1974. 1359. 394. 1753. 1672. 394. 2066.
14.8 1625. 394. 2019. 1394. 394. 1788. 1711. 394. 2105.
15.0 1669. 394. 2063. 1430. 394. 1824. 1749. 394. 2143.
15.3 1714. 394. 2108. 1466. 394. 1860. 1788. 394. 2182.
15.5 1758. 394. 2152. 1502. 394. 1896. 1826. 394. 2220.
Path:
File:
C:\PILES\APILEP3
SPRV1A .APO 29,746 .a. 3-19-01 11:15:02 am Page 3
15.8 1803. 394. 2197. 1538. 394. 1932. 1864. 394. 2258.
16.0 1847. 394. 2241. 1574. 394. 1968. 1902. 394. 2296.
16.3 1891. 394. 2285. 1610. 394. 2004. 1940. 394. 2334.
16.5 1936. 394. 2330. 1646. 394. 2040. 1978. 394. 2372.
16.8 1980. 394. 2374. 1682. 394. 2076. 2016. 394. 2410.
17.0 2025. 394. 2419. 1718. 394. 2112. 2054. 394. 2448.
17.3 2069. 394. 2463. 1754. 394. 2148. 2091. 394. 2485.
17.5 2114. 394. 2508. 1789. 394. 2183. 2129. 394. 2523.
17.8 2158. 394. 2552. 1825. 394. 2219. 2166. 394. 2560.
18.0 2203. 394. 2597. 1861. 394. 2255. 2203. 394. 2597.
18.3 2247. 394. 2641. 1897. 394. 2291. 2241. 394. 2635.
18.5 2291. 394. 2685. 1933. 394. 2327. 2278. 394. 2672.
18.8 2336. 394. 2730. 1969. 394. 2363. 2315. 394. 2709.
19.0 2380. 394. 2774. 2005. 394. 2399. 2352. 394. 2746.
19.3 2425. 394. 2819. 2041. 394. 2435. 2389. 394. 2783.
19.5 2469. 394. 2863. 2077. 394. 2471. 2426. 394. 2820.
19.8 2514. 394. 2908. 2113. 394. 2507. 2462. 394. 2856.
20.0 2558. 394. 2952. 2149. 394. 2543. 2499. 394. 2893.
20.3 2602. 394. 2997. 2184. 394. 2578. 2536. 394. 2930.
20.5 2647. 394. 3041. 2220. 394. 2614. 2572. 394. 2966.
20.8 2691. 394. 3085. 2256. 394. 2650. 2609. 394. 3003.
21.0 2736. 394. 3130. 2292. 394. 2686. 2645. 394. 3039.
21.3 2780. 394. 3174. 2328. 394. 2722. 2682. 394. 3076.
21.5 2825. 394. 3219. 2364. 394. 2758. 2718. 394. 3112.
21.8 2869. 394. 3263. 2400. 394. 2794. 2754. 394. 3148.
22.0 2914. 394. 3308. 2436. 394. 2830. 2790. 394. 3184.
22.3 2958. 394. 3352. 2472. 394. 2866. 2826. 394. 3220.
22.5 3002. 394. 3396. 2508. 394. 2902. 2863. 394. 3257.
22.8 3047. 394. 3441. 2544. 394. 2938. 2899. 394. 3293.
23.0 3091. 394. 3485. 2579. 394. 2973. 2935. 394. 3329.
23.3 3136. 394. 3530. 2615. 394. 3009. 2970. 394. 3365.
23.5 3180. 394. 3574. 2651. 394. 3045. 3006. 394. 3400.
23.8 3225. 394. 3619. 2687. 394. 3081. 3042. 394. 3436.
24.0 3269. 394. 3663. 2723. 394. 3117. 3078. 394. 3472.
24.3 3314. 394. 3708. 2759. 394. 3153. 3114. 394. 3508.
24.5 3358. 394. 3752. 2795. 394. 3189. 3149. 394. 3543.
24.8 3402. 394. 3796. 2831. 394. 3225. 3185. 394. 3579.
25.0 3447. 394. 3841. 2867. 394. 3261. 3221. 394. 3615.
PILE
PENETRATION
M.
**********************
* API RP-2A (1994)
**********************
TOTAL SKIN END
FRICTION BEARING
KN. KN.
ULTIMATE
CAPACITY
KN.
.00 .0 105.1 105.1
.25 5.6 105.1 110.7
.50 11.8 105.1 116.8
.75 18.8 105.1 123.9
1.00 26.5 105.1 131.6
1.25 34.7 105.1 139.7
1.50 43.3 105.1 148.3
1.75 52.2 105.1 157.3
2.00 61.5 105.1 166.6
2.25 71.2 105.1 176.3
2.50 81.4 105.1 186.5
2.75 92.1 105.1 197.1
3.00 103.3 105.1 208.3
3.25 114.8 105.1 219.9
3.50 126.6 105.1 231.6
3.75 138.6 105.1 243.6
4.00 150.8 105.1 255.8
4.25 163.2 105.1 268.3
4.50 175.8 105.1 280.9
4.75 188.7 105.1 293.7
5.00 201.7 105.1 306.8
5.25 215.0 133.4 348.4
5.50 228.4 165.7 394.1
5.75 242.1 198.0 440.1
Path: C:\PILES\APILEP3
File: SPRV1A .APO 29,746 .a.. 3-19-01 11:15:02 am Page
6.00 255.9 230.4 486.2
6.25 269.9 262.7 532.6
6.50 288.6 262.7 551.3
6.75 311.9 262.7 574.6
7.00 335.4 262.7 598.1
7.25 359.0 262.7 621.7
7.50 382.8 262.7 645.5
7.75 406.8 262.7 669.4
8.00 430.9 262.7 693.6
8.25 455.3 262.7 718.0
8.50 480.0 262.7 742.7
8.75 505.0 262.7 767.7
9.00 530.2 262.7 792.9
9.25 555.7 262.7 818.4
9.50 581.5 262.7 844.1
9.75 607.5 286.3 893.7
10.00 633.7 313.2 946.9
10.25 660.2 340.2 1000.4
10.50 687.0 367.1 1054.0
10.75 714.0 394.0 1108.0
11.00 744.9 394.0 1138.9
11.25 779.6 394.0 1173.6
11.50 814.5 394.0 1208.5
11.75 849.6 394.0 1243.6
12.00 884.8 394.0 1278.8
12.25 920.2 394.0 1314.2
12.50 955.7 394.0 1349.7
12.75 991.3 394.0 1385.3
13.00 1027.1 394.0 1421.1
13.25 1063.0 394.0 1457.0
13.50 1099.2 394.0 1493.2
13.75 1135.7 394.0 1529.7
14.00 1172.4 394.0 1566.5
14.25 1209.4 394.0 1603.5
14.50 1246.7 394.0 1640.7
14.75 1284.3 394.0 1678.3
15.00 1322.1 394.0 1716.1
15.25 1360.1 394.0 1754.1
15.50 1398.5 394.0 1792.5
15.75 1437.0 394.0 1831.1
16.00 1475.9 394.0 1869.9
16.25 1515.0 394.0 1909.0
16.50 1554.3 394.0 1948.3
16.75 1593.9 394.0 1987.9
17.00 1633.7 394.0 2027.7
17.25 1673.8 394.0 2067.8
17.50 1714.2 394.0 2108.2
17.75 1754.7 394.0 2148.7
18.00 1795.6 394.0 2189.6
18.25 1836.6 394.0 2230.6
18.50 1877.9 394.0 2271.9
18.75 1919.5 394.0 2313.5
19.00 1961.2 394.0 2355.3
19.25 2003.3 394.0 2397.3
19.50 2045.5 394.0 2439.5
19.75 2088.0 394.0 2482.0
20.00 2130.7 394.0 2524.7
20.25 2173.6 394.0 2567.7
20.50 2216.8 394.0 2610.8
20.75 2260.2 394.0 2654.2
21.00 2303.8 394.0 2697.9
21.25 2347.7 394.0 2741.7
21.50 2391.8 394.0 2785.8
4 21.75 2436.1 394.0 2830.1
22.00 2480.6 394.0 2874.6
22.25 2525.4 394.0 2919.4
22.50 2570.3 394.0 2964.4
22.75 2615.5 394.0 3009.5
23.00 2660.9 394.0 3054.9
23.25 2706.6 394.0 3100.6
23.50 2752.4 394.0 3146.4
23.75 2798.4 394.0 3192.5
Path: C:\PILES\APILEP3
File: SPRV1A .APO 29,746 .a.. 3-19-01 11:15:02 am Page 5
24.00 2844.7 394.0 3238.7
24.25 2891.2 394.0 3285.2
24.50 2937.9 394.0 3331.9
24.75 2984.8 394.0 3378.8
25.00 3031.9 394.0 3425.9
AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN
IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION
OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
*************************************************
* COMPUTE LOAD-DISTRIBUTION AND LOAD-SETTLEMENT *
* CURVES FOR AXIAL LOADING
*************************************************
T-Z CURVE
NO.
1 NO. OF
POINTS
10 DEPTH TO CURVE
M.
.0000E+00
LOAD TRANSFER
KPA
PILE MOVEMENT
M.
.0000E+00 .0000E+00
.3522E+01 .9754E-03
.5870E+01 .1890E-02
.8805E+01 .3475E-02
.1057E+02 .4877E-02
.1174E+02 .6096E-02
.1057E+02 .1219E-01
.1057E+02 .1829E-01
.1057E+02 .3048E-01
.1057E+02 .1219E+00
2 10 .1500E+01
.0000E+00 .0000E+00
.5621E+01 .9754E-03
.9368E+01 .1890E-02
.1405E+02 .3475E-02
.1686E+02 .4877E-02
.1874E+02 .6096E-02
.1686E+02 .1219E-01
.1686E+02 .1829E-01
.1686E+02 .3048E-01
.1686E+02 .1219E+00
3 10 .2900E+01
.0000E+00 .0000E+00
.7010E+01 .9754E-03
.1168E+02 .1890E-02
.1752E+02 .3475E-02
.2103E+02 .4877E-02
.2337E+02 .6096E-02
.2103E+02 .1219E-01
.2103E+02 .1829E-01
.2103E+02 .3048E-01
.2103E+02 .1219E+00
4 10 .3000E+01
.0000E+00 .0000E+00
.7234E+01 .9754E-03
.1206E+02 .1890E-02
.1808E+02 .3475E-02
.2170E+02 .4877E-02
.2411E+02 .6096E-02
.2170E+02 .1219E-01
.2170E+02 .1829E-01
.2170E+02 .3048E-01
.2170E+02 .1219E+00
5 10 .4550E+01
.0000E+00 .0000E+00
.8047E+01 .9754E-03
.1341E+02 .1890E-02
.2012E+02 .3475E-02
.2414E+02 .4877E-02
Path: C:\PILES\APILEP3
File: SPRV1A .APO 29,746 .a. 3-19-01 11:15:02 am Page 6 .2682E+02 .6096E-02
.2414E+02 .1219E-01
.2414E+02 .1829E-01
.2414E+02 .3048E-01
.2414E+02 .1219E+00
6 10 .6000E+01
.0000E+00 .0000E+00
.8785E+01 .9754E-03
.1464E+02 .1890E-02
.2196E+02 .3475E-02
.2635E+02 .4877E-02
.2928E+02 .6096E-02
.2635E+02 .1219E-01
.2635E+02 .1829E-01
.2635E+02 .3048E-01
.2635E+02 .1219E+00
7 10 .6100E+01
.0000E+00 .0000E+00
.8785E+01 .9754E-03
.1464E+02 .1890E-02
.2196E+02 .3475E-02
.2635E+02 .4877E-02
.2928E+02 .6096E-02
.2635E+02 .1219E-01
.2635E+02 .1829E-01
.2635E+02 .3048E-01
.2635E+02 .1219E+00
8 10 .8400E+01
.0000E+00 .0000E+00
.1548E+02 .9754E-03
.2579E+02 .1890E-02
.3869E+02 .3475E-02
.4643E+02 .4877E-02
.5159E+02 .6096E-02
.4643E+02 .1219E-01
.4643E+02 .1829E-01
.4643E+02 .3048E-01
.4643E+02 .1219E+00
9 10 .1060E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
10 10 .1070E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
11 10 .2060E+02
.0000E+00 .0000E+00
.2720E+02 .9754E-03
.4533E+02 .1890E-02
.6799E+02 .3475E-02
.8159E+02 .4877E-02
.9065E+02 .6096E-02
.8159E+02 .1219E-01
.8159E+02 .1829E-01
.8159E+02 .3048E-01
.8159E+02 .1219E+00
12 10 .3040E+02
CO
411,4+
TIP MOVEMENT
M.
.2513E-05
.2513E-04
.1257E-03
.2513E-03
.1257E-02
.2513E-02 44
.1257E-01
.2513E-01 15 I
.5026E-01
Path: C:\PILES\APILEP3
File: SPRV1A .APO
TIP LOAD
KN.
.0000E+00
.2463E+02
.4925E+02
.9850E+02
.1970E+03
.2955E+03
.3546E+03
.3940E+03
.3940E+03
.3940E+03
29,746 .a.. 3-19-01 11:15:02 am Page 7
.0000E+00 .0000E+00
.2952E+02 .9754E-03
.4920E+02 .1890E-02
.7381E+02 .3475E-02
.8857E+02 .4877E-02
.9841E+02 .6096E-02
.8857E+02 .1219E-01
.8857E+02 .1829E-01
.8857E+02 .3048E-01
.8857E+02 .1219E+00
TIP MOVEMENT
M.
.0000E+00
.3048E-03
.6096E-03
.1219E-02
.7925E-02
.2560E-01
.4450E-01
.6096E-01
.9144E-01
.1219E+00
LOAD VERSUS SETTLEMENT CURVE
****************************
TOP LOAD
KN.
TOP MOVEMENT ,.,F,
M.
TIP LOAD
KN.
.3240E+01 .6731E-05 .2031E+00
.3240E+02 .6731E-04 .2031E+01
.1620E+03 .3366E-03 , .1015E+02
.3240E+03 .6731E-030"t .2031E+02
.1382E+04 .3135E-020" .9905E+02
.2097E+04 .5394E-0240)S .1175E+03
.2790E+04 .1665E-01 4' .2229E+03 'F
.2860E+04 .2937E-01 4.44 .2929E+03
.2936E+04 .5467E-01 44 .3684E+03
Axial Capacity (kN)
4000 4500 5000
I I I I I
500 1000 1500 2000 2500 3000 3500
III II I 1 I I I
v Skin Friction
0 Tip Resistance
A Total Capacity
c;
Settlement, m
L. L.
Axial Load (kN)
500 1000 1500 2000 2500 3000 3500 4000
v Curve #1
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page 1
AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus
VERSION 3.0 - (C) COPYRIGHT ENSOFT,INC.,1998.
Springville, 0.61m closed end pipe, L30m, liq prof.
DESIGNER : SmB
DATE : 3/14/2001
PILE PROPERTIES :
PERIMETER OF PILE WITH NONCIRCULAR SECTION= .00 MM.
TIP AREA OF PILE WITH NONCIRCULAR SECTION = .00 SQM
OUTSIDE DIAMETER OF CIRCULAR PILE = 609.60 MM.
INTERNAL DIAMETER OF CIRCULAR PILE = .00 MM.
PILE LENGTH = 28.00 M.
MODULUS OF ELASTICITY = .384E+08 KPA
LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION = .00 M.
INCREMENT OF PILE LENGTH USED IN COMPUTATION = .25 M.
SOIL INFORMATIONS
SOIL
DEPTH TYPE
M.
:
LATERAL
EARTH
PRESSURE
EFFECTIVE
UNIT
WEIGHT
KN/CM
FRICTION
ANGLE
DEGREES
BEARING
CAPACITY
FACTOR
.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 19.00 .00 .00
3.00 CLAY .00 9.20 .00 .00
3.80 CLAY .00 9.20 .00 .00
_ -3.80 CLAY .00 9.20 .00 .00
4.70 CLAY .00 9.20 .00 .00
4.70 CLAY .00 9.20 .00 .00
6.50 CLAY .00 9.20 .00 .00
-6.50 CLAY .00 9.20 .00 .00
- 7.90 CLAY .00 9.20 .00 .00
7.90 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
10.70 CLAY .00 9.20 .00 .00
16.30 CLAY .00 9.20 .00 .00
- 16.30
19.10 SAND
SAND
1.00 1.00
9.20 9.20
35.00 35.00
40.00 40.00
19.10 CLAY .00 9.20 .00 .00
30.50 CLAY .00 9.20 .00 .00
MAXIMUM MAXIMUM UNDISTURB REMOLDED
UNIT UNIT SHEAR SHEAR BLOW UNIT SKIN UNIT END
FRICTION BEARING STRENGTH STRENGTH COUNT FRICTION BEARING
KPA KPA KPA KPA KPA KPA
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
,9999.00 99999.00 10.00 5.00 .00 .00 .00
-9999.00 99999.00 10.00 5.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 Pm Page 2
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 10.00 10.00 .00 .00 .00
-,9999.00 99999.00 10.00 10.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
95.50 9600.00 .00 .00 .00 .00 .00
95.50 9600.00 .00 .00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
**********************
* COMPUTATION RESULT *
**********************
******************** ******************** ******************* * FED. HWY. METHOD * * ARMY CORPS METHOD * * LAMBDA 2 METHOD * PILE
PENETRATION
M.
********************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN . KN . KN .
******************** *******************
TOTAL ULTIM TOTAL ULTIM
SKIN END CAPAC- SKIN END CAPACFRIC BEARING ITY FRIC BEARING ITY KN . KN . KN . KN . KN . KN .
.0 0. 105. 105. 0. 105. 105. 0. 105. 105.
.3 0. 105. 105. 16. 105. 121. 20. 105. 125.
.5 7. 105. 113. 32. 105. 137. 38. 105. 143.
.8 22. 105. 127. 48. 105. 153. 55. 105. 160.
1.0 37. 105. 142. 64. 105. 169. 72. 105. 177.
1.3 52. 105. 157. 80. 105. 185. 90. 105. 195.
1.5 67. 105. 172. 96. 105. 201. 107. 105. 212.
1.8 82. 105. 187. 112. 105. 217. 125. 105. 230.
2.0 97. 105. 202. 128. 105. 233. 143. 105. 248.
2.3 112. 105. 217. 144. 105. 249. 161. 105. 266.
2.5 126. 105. 232. 160. 105. 265. 180. 105. 285.
2.8 141. 105. 246. 176. 105. 281. 199. 105. 304.
3.0 156. 91. 247. 192. 91. 282. 219. 91. 310.
3.3 171. 75. 246. 207. 75. 282. 239. 75. 313.
3.5 186. 59. 245. 223. 59. 282. 258. 59. 317.
3.8 201. 57. 257. 239. 57. 296. 278. 57. 334.
4.0 216. 57. 272. 255. 57. 312. 298. 57. 354.
4.3 225. 73. 298. 266. 73. 338. 309. 73. 382.
4.5 230. 89. 319. 271. 89. 359. 321. 89. 410.
4.8 234. 105. 339. 275. 105. 380. 333. 105. 438.
5.0 244. 105. 349. 286. 105. 391. 353. 105. 459.
5.3 259. 105. 364. 302. 105. 407. 374. 105. 479.
5.5 274. 91. 364. 318. 91. 408. 394. 91. 485.
5.8 288. 75. 363. 334. 75. 408. 414. 75. 489.
6.0 303. 59. 362. 350. 59. 408. 435. 59. 493.
6.3 318. 42. 361. 365. 42. 408. 455. 42. 498.
6.5 333. 26. 359. 381. 26. 408. 476. 26. 502.
6.8 343. 26. 369. 392. 26. 418. 490. 26. 516.
7.0 347. 69. 416. 397. 69. 465. 503. 69. 572.
7.3 351. 117. 469. 401. 117. 519. 518. 117. 635.
7.5 356. 166. 522. 406. 166. 572. 532. 166. 698.
7.8 360. 214. 574. 411. 214. 625. 546. 214. 761.
8.0 365. 263. 627. 416. 263. 678. 561. 263. 824.
8.3 383. 263. 646. 430. 263. 693. 596. 263. 859.
8.5 415. 263. 678. 454. 263. 717. 631. 263. 894.
8.8 447. 263. 710. 478. 263. 741. 665. 263. 928.
9.0 479. 263. 742. 502. 263. 765. 700. 263. 962.
9.3 512. 263. 774. 526. 263. 789. 734. 263. 996.
9.5 544. 263. 806. 550. 263. 812. 768. 263. 1030.
9.8 576. 286. 862. 574. 286. 860. 802. 286. 1088.
10.0 608. 313. 921. 598. 313. 911. 835. 313. 1148.
10.3 640. 340. 980. 622. 340. 962. 869. 340. 1209.
10.5 672. 367. 1039. 646. 367. 1013. 902. 367. 1269.
Path:
File:
C:\PILES\APILEP3
SPRV2 .APO 44,832 .a. 3-16-01 2:02:50 pm Page 3
10.8 704. 394. 1098. 669. 394. 1064. 936. 394. 1330.
11.0 743. 394. 1137. 699. 394. 1093. 979. 394. 1373.
11.3 787. 394. 1181. 735. 394. 1129. 1021. 394. 1415.
11.5 832. 394. 1226. 771. 394. 1165. 1064. 394. 1458.
11.8 876. 394. 1270. 807. 394. 1201. 1106. 394. 1500.
12.0 921. 394. 1315. 843. 394. 1237. 1148. 394. 1542.
12.3 965. 394. 1359. 879. 394. 1273. 1189. 394. 1583.
12.5 1009. 394. 1403. 915. 394. 1309. 1231. 394. 1625.
12.8 1054. 394. 1448. 951. 394. 1345. 1272. 394. 1666.
13.0 1098. 394. 1492. 987. 394. 1381. 1313. 394. 1707.
13.3 1143. 394. 1537. 1023. 394. 1417. 1354. 394. 1748.
13.5 1187. 394. 1581. 1058. 394. 1453. 1394. 394. 1788.
13.8 1232. 394. 1626. 1094. 394. 1488. 1435. 394. 1829.
14.0 1276. 394. 1670. 1130. 394. 1524. 1475. 394. 1869.
14.3 1320. 394. 1715. 1166. 394. 1560. 1515. 394. 1909.
14.5 1365. 394. 1759. 1202. 394. 1596. 1555. 394. 1949.
14.8 1409. 394. 1803. 1238. 394. 1632. 1595. 394. 1989.
15.0 1454. 394. 1848. 1274. 394. 1668. 1634. 394. 2028.
15.3 1498. 394. 1892. 1310. 394. 1704. 1674. 394. 2068.
15.5 1543. 323. 1866. 1346. 719. 2065. 1713. 706. 2418.
15.8 1587. 242. 1830. 1382. 1093. 2475. 1752. 1066. 2818.
16.0 1632. 162. 1793. 1418. 1467. 2884. 1791. 1432. 3223.
16.3 1676. 81. 1757. 1453. 1841. 3294. 1830. 1804. 3634.
16.5 1720. 0. 1720. 1489. 2214. 3704. 1869. 2181. 4050.
16.8 1766. 0. 1766. 1525. 2217. 3743. 1904. 2208. 4112.
17.0 1812. 0. 1812. 1561. 2217. 3778. 1939. 2235. 4174.
17.3 1858. 0. 1858. 1597. 2217. 3814. 1975. 2261. 4236.
17.5 1903. 0. 1903. 1633. 2217. 3850. 2010. 2288. 4299.
17.8 1949. 0. 1949. 1669. 2217. 3886. 2046. 2315. 4361.
18.0 1995. 0. 1995. 1705. 2217. 3922. 2082. 2342. 4424.
18.3 2041. 71. 2111. 1741. 1889. 3630. 2118. 2004. 4123.
18.5 2086. 152. 2238. 1777. 1516. 3292. 2155. 1610. 3765.
18.8 2132. 232. 2364. 1813. 1142. 2954. 2191. 1210. 3401.
19.0 2178. 313. 2491. 1848. 768. 2616. 2228. 805. 3033.
19.3 2257. 394. 2651. 1891. 394. 2285. 2265. 394. 2659.
19.5 2320. 394. 2714. 1933. 394. 2327. 2303. 394. 2697.
19.8 2364. 394. 2758. 1969. 394. 2363. 2340. 394. 2734.
20.0 2408. 394. 2802. 2005. 394. 2399. 2378. 394. 2772.
20.3 2453. 394. 2847. 2041. 394. 2435. 2415. 394. 2809.
20.5 2497. 394. 2891. 2077. 394. 2471. 2453. 394. 2847.
20.8 2542. 394. 2936. 2113. 394. 2507. 2490. 394. 2884.
21.0 2586. 394. 2980. 2149. 394. 2543. 2527. 394. 2921.
21.3 2631. 394. 3025. 2185. 394. 2579. 2565. 394. 2959.
21.5 2675. 394. 3069. 2220. 394. 2614. 2602. 394. 2996.
21.8 2720. 394. 3114. 2256. 394. 2650. 2639. 394. 3033.
22.0 2764. 394. 3158. 2292. 394. 2686. 2676. 394. 3070.
22.3 2808. 394. 3202. 2328. 394. 2722. 2713. 394. 3107.
22.5 2853. 394. 3247. 2364. 394. 2758. 2750. 394. 3144.
22.8 2897. 394. 3291. 2400. 394. 2794. 2786. 394. 3180.
23.0 2942. 394. 3336. 2436. 394. 2830. 2823. 394. 3217.
23.3 2986. 394. 3380. 2472. 394. 2866. 2860. 394. 3254.
23.5 3031. 394. 3425. 2508. 394. 2902. 2896. 394. 3290.
23.8 3075. 394. 3469. 2544. 394. 2938. 2933. 394. 3327.
24.0 3120. 394. 3514. 2579. 394. 2974. 2970. 394. 3364.
24.3 3164. 394. 3558. 2615. 394. 3009. 3006. 394. 3400.
24.5 3208. 394. 3602. 2651. 394. 3045. 3042. 394. 3436.
24.8 3253. 394. 3647. 2687. 394. 3081. 3079. 394. 3473.
25.0 3297. 394. 3691. 2723. 394. 3117. 3115. 394. 3509.
25.3 3342. 394. 3736. 2759. 394. 3153. 3151. 394. 3545.
25.5 3386. 394. 3780. 2795. 394. 3189. 3188. 394. 3582.
25.8 3431. 394. 3825. 2831. 394. 3225. 3224. 394. 3618.
26.0 3475. 394. 3869. 2867. 394. 3261. 3260. 394. 3654.
26.3 3520. 394. 3914. 2903. 394. 3297. 3296. 394. 3690.
26.5 3564. 394. 3958. 2939. 394. 3333. 3332. 394. 3726.
26.8 3608. 394. 4002. 2974. 394. 3369. 3368. 394. 3762.
27.0 3653. 394. 4047. 3010. 394. 3404. 3404. 394. 3798.
27.3 3697. 394. 4091. 3046. 394. 3440. 3440. 394. 3834.
27.5 3742. 394. 4136. 3082. 394. 3476. 3476. 394. 3870.
27.8 3786. 394. 4180. 3118. 394. 3512. 3511. 394. 3905.
28.0 3831. 394. 4225. 3154. 394. 3548. 3547. 394. 3941.
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page 4
PILE
PENETRATION
M.
**********************
* API RP-2A (1994)
**********************
TOTAL SKIN END
FRICTION BEARING
KN. KN.
ULTIMATE
CAPACITY
KN.
.00 .0 105.1 105.1
.25 5.6 105.1 110.7
.50 11.8 105.1 116.8
.75 18.8 105.1 123.9
1.00 26.5 105.1 131.6
1.25 34.7 105.1 139.7
1.50 43.3 105.1 148.3
1.75 52.2 105.1 157.3
2.00 61.5 105.1 166.6
2.25 71.2 105.1 176.3
2.50 81.4 105.1 186.5
2.75 92.1 105.1 197.1
3.00 103.3 90.9 194.2
3.25 114.8 74.7 189.5
3.50 126.6 58.6 185.2
3.75 138.6 56.6 195.2
4.00 150.8 56.6 207.4
4.25 159.3 72.8 232.1
4.50 164.1 88.9 253.0
4.75 168.9 105.1 274.0
5.00 177.9 105.1 282.9
5.25 191.1 105.1 296.2
5.50 204.6 90.9 295.5
5.75 218.2 74.7 292.9
6.00 232.0 58.6 290.6
6.25 246.1 42.4 288.5
6.50 260.3 26.3 286.5
6.75 269.8 26.3 296.1
7.00 274.6 68.8 343.4
7.25 279.4 117.2 396.6
7.50 284.2 165.7 449.9
7.75 289.0 214.2 503.2
8.00 293.7 262.7 556.4
8.25 308.4 262.7 571.1
8.50 333.1 262.7 595.8
8.75 358.1 262.7 620.8
9.00 383.3 262.7 646.0
9.25 408.8 262.7 671.5
9.50 434.5 262.7 697.2
9.75 460.5 286.3 746.8
10.00 486.8 313.2 800.0
10.25 513.3 340.2 853.4
10.50 540.0 367.1 907.1
10.75 567.0 394.0 961.0
11.00 597.9 394.0 991.9
11.25 632.7 394.0 1026.7
11.50 667.6 394.0 1061.6
11.75 702.7 394.0 1096.7
12.00 737.9 394.0 1131.9
12.25 773.2 394.0 1167.2
12.50 808.7 394.0 1202.7
12.75 844.4 394.0 1238.4
13.00 880.1 394.0 1274.2
13.25 916.1 394.0 1310.1
13.50 952.3 394.0 1346.3
13.75 988.8 394.0 1382.8
14.00 1025.5 394.0 1419.5
14.25 1062.5 394.0 1456.5
14.50 1099.8 394.0 1493.8
14.75 1137.3 394.0 1531.4
15.00 1175.1 394.0 1569.2
15.25 1213.2 394.0 1607.2
15.50 1251.5 705.6 1957.2
15.75 1290.1 1066.2 2356.3
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page
16.00 1328.9 1432.3 2761.2
16.25 1368.0 1803.8 3171.9
16.50 1407.4 2180.9 3588.3
16.75 1452.5 2207.8 3660.2
17.00 1498.2 2234.6 3732.8
17.25 1543.9 2261.5 3805.4
17.50 1589.6 2288.3 3877.9
17.75 1635.4 2315.2 3950.5
18.00 1681.1 2342.0 4023.1
18.25 1726.8 2004.1 3731.0
18.50 1772.5 1609.9 3382.4
18.75 1818.3 1210.1 3028.4
19.00 1864.0 804.8 2668.8
19.25 1920.7 394.0 2314.8
19.50 1970.5 394.0 2364.5
19.75 2013.0 394.0 2407.0
20.00 2055.7 394.0 2449.7
20.25 2098.6 394.0 2492.6
20.50 2141.8 394.0 2535.8
20.75 2185.2 394.0 2579.2
21.00 2228.8 394.0 2622.8
21.25 2272.7 394.0 2666.7
21.50 2316.8 394.0 2710.8
21.75 2361.1 394.0 2755.1
22.00 2405.6 394.0 2799.6
22.25 2450.3 394.0 2844.4
22.50 2495.3 394.0 2889.3
22.75 2540.5 394.0 2934.5
23.00 2585.9 394.0 2979.9
23.25 2631.5 394.0 3025.5
23.50 2677.4 394.0 3071.4
23.75 2723.4 394.0 3117.4
24.00 2769.7 394.0 3163.7
24.25 2816.2 394.0 3210.2
24.50 2862.9 394.0 3256.9
24.75 2909.8 394.0 3303.8
25.00 2956.9 394.0 3350.9
25.25 3004.2 394.0 3398.2
25.50 3051.7 394.0 3445.8
25.75 3099.5 394.0 3493.5
26.00 3147.4 394.0 3541.5
26.25 3195.6 394.0 3589.6
26.50 3243.9 394.0 3638.0
26.75 3292.5 394.0 3686.5
27.00 3341.3 394.0 3735.3
27.25 3390.2 394.0 3784.3
27.50 3439.4 394.0 3833.4
27.75 3488.8 394.0 3882.8
28.00 3538.4 394.0 3932.4
AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN
IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION
OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
*************************************************
* COMPUTE LOAD-DISTRIBUTION AND LOAD-SETTLEMENT *
* CURVES FOR AXIAL LOADING
*************************************************
5 T-Z CURVE NO. OF DEPTH TO CURVE LOAD TRANSFER PILE MOVEMENT NO. POINTS M. KPA M.
1 10 .0000E+00
.0000E+00
.3522E+01
.5870E+01
.8805E+01
.1057E+02
.0000E+00
.9754E-03
.1890E-02
.3475E-02
.4877E-02
Path: C:\PILES\APILEP3
File: SPRV2 APO 44,832 .a.. 3-16-01 2:02:50 pm Page 6
.1174E+02 .6096E-02
.1057E+02 .1219E-01
.1057E+02 .1829E-01
.1057E+02 .3048E-01
.1057E+02 .1219E+00
2 10 .1500E+01
.0000E+00 .0000E+00
.5621E+01 .9754E-03
.9368E+01 .1890E-02
.1405E+02 .3475E-02
.1686E+02 .4877E-02
.1874E+02 .6096E-02
.1686E+02 .1219E-01
.1686E+02 .1829E-01
.1686E+02 .3048E-01
.1686E+02 .1219E+00
3 10 .2900E+01
.0000E+00 .0000E+00
.7010E+01 .9754E-03
.1168E+02 .1890E-02
.1752E+02 .3475E-02
.2103E+02 .4877E-02
.2337E+02 .6096E-02
.2103E+02 .1219E-01
.2103E+02 .1829E-01
.2103E+02 .3048E-01
.2103E+02 .1219E+00
4 10 .3000E+01
.0000E+00 .0000E+00
.7234E+01 .9754E-03
.1206E+02 .1890E-02
.1808E+02 .3475E-02
.2170E+02 .4877E-02
.2411E+02 .6096E-02
.2170E+02 .1219E-01
.2170E+02 .1829E-01
.2170E+02 .3048E-01
.2170E+02 .1219E+00
5 10 .3400E+01
.0000E+00 .0000E+00
.7376E+01 .9754E-03
.1229E+02 .1890E-02
.1844E+02 .3475E-02
.2213E+02 .4877E-02
.2459E+02 .6096E-02
.2213E+02 .1219E-01
.2213E+02 .1829E-01
.2213E+02 .3048E-01
.2213E+02 .1219E+00
6 10 .3700E+01
.0000E+00 .0000E+00
.7515E+01 .9754E-03
.1252E+02 .1890E-02
.1879E+02 .3475E-02
.2254E+02 .4877E-02
.2505E+02 .6096E-02
.2254E+02 .1219E-01
.2254E+02 .1829E-01
.2254E+02 .3048E-01
.2254E+02 .1219E+00
7 10 .3800E+01
.0000E+00 .0000E+00
.7651E+01 .9754E-03
.1275E+02 .1890E-02
.1913E+02 .3475E-02
.2295E+02 .4877E-02
.2550E+02 .6096E-02
.2295E+02 .1219E-01
.2295E+02 .1829E-01
.2295E+02 .3048E-01
.2295E+02 .1219E+00
8 10 .4250E+01
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page 7
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
9 10 .4600E+01
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
10 10 .4700E+01
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
11 10 .5600E+01
.0000E+00 .0000E+00
.8546E+01 .9754E-03
.1424E+02 .1890E-02
.2136E+02 .3475E-02
.2564E+02 .4877E-02
.2849E+02 .6096E-02
.2564E+02 .1219E-01
.2564E+02 .1829E-01
.2564E+02 .3048E-01
.2564E+02 .1219E+00
12 10 .6400E+01
.0000E+00 .0000E+00
.8902E+01 .9754E-03
.1484E+02 .1890E-02
.2225E+02 .3475E-02
.2671E+02 .4877E-02
.2967E+02 .6096E-02
.2671E+02 .1219E-01
.2671E+02 .1829E-01
.2671E+02 .3048E-01
.2671E+02 .1219E+00
13 10 .6500E+01
.0000E+00 .0000E+00
.5980E+01 .9754E-03
.9967E+01 .1890E-02
.1495E+02 .3475E-02
.1794E+02 .4877E-02
.1993E+02 .6096E-02
.1794E+02 .1219E-01
.1794E+02 .1829E-01
.1794E+02 .3048E-01
.1794E+02 .1219E+00
14 10 .7200E+01
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page 8
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
15 10 .7800E+01
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
16 10 .7900E+01
.0000E+00 .0000E+00
.3000E+01 .9754E-03
.5000E+01 .1890E-02
.7500E+01 .3475E-02
.9000E+01 .4877E-02
.1000E+02 .6096E-02
.9000E+01 .1219E-01
.9000E+01 .1829E-01
.9000E+01 .3048E-01
.9000E+01 .1219E+00
17 10 .9300E+01
.0000E+00 .0000E+00
.1613E+02 .9754E-03
.2688E+02 .1890E-02
.4033E+02 .3475E-02
.4839E+02 .4877E-02
.5377E+02 .6096E-02
.4839E+02 .1219E-01
.4839E+02 .1829E-01
.4839E+02 .3048E-01
.4839E+02 .1219E+00
18 10 .1060E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
19 10 .1070E+02
.0000E+00 .0000E+00
.1691E+02 .9754E-03
.2819E+02 .1890E-02
.4228E+02 .3475E-02
.5074E+02 .4877E-02
.5638E+02 .6096E-02
.5074E+02 .1219E-01
.5074E+02 .1829E-01
.5074E+02 .3048E-01
.5074E+02 .1219E+00
20 10 .1350E+02
.0000E+00 .0000E+00
.2268E+02 .9754E-03
.3780E+02 .1890E-02
.5671E+02 .3475E-02
.6805E+02 .4877E-02
.7561E+02 .6096E-02
.6805E+02 .1219E-01
.6805E+02 .1829E-01
.6805E+02 .3048E-01
.6805E+02 .1219E+00
21 10 .1620E+02
.0000E+00 .0000E+00
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a. 3-16-01 2:02:50 pm
.2449E+02
.4082E+02
.6123E+02
.7348E+02
.8164E+02
.7348E+02
.7348E+02
.7348E+02
.7348E+02
.9754E-03
.1890E-02
.3475E-02
.4877E-02
.6096E-02
.1219E-01
.1829E-01
.3048E-01
.1219E+00
22 10 .1630E+02
.0000E+00 .0000E+00
.8217E+01 .2513E-03
.1643E+02 .5026E-03
.3287E+02 .1005E-02
.4930E+02 .1508E-02
.6574E+02 .2011E-02
.7395E+02 .2262E-02
.8217E+02 .2513E-02
.8217E+02 .1257E-01
.8217E+02 .5026E-01
23 10 .1770E+02
.0000E+00 .0000E+00
.9550E+01 .2513E-03
.1910E+02 .5026E-03
.3820E+02 .1005E-02
.5730E+02 .1508E-02
.7640E+02 .2011E-02
.8595E+02 .2262E-02
.9550E+02 .2513E-02
.9550E+02 .1257E-01
.9550E+02 .5026E-01
24 10 .1900E+02
.0000E+00 .0000E+00
.1186E+02 .2513E-03
.2371E+02 .5026E-03
.4742E+02 .1005E-02
.7114E+02 .1508E-02
.9485E+02 .2011E-02
.1067E+03 .2262E-02
.1186E+03 .2513E-02
.1186E+03 .1257E-01
.1186E+03 .5026E-01
25 10 .1910E+02
.0000E+00 .0000E+00
.3557E+02 .9754E-03
.5928E+02 .1890E-02
.8892E+02 .3475E-02
.1067E+03 .4877E-02
.1186E+03 .6096E-02
.1067E+03 .1219E-01
.1067E+03 .1829E-01
.1067E+03 .3048E-01
.1067E+03 .1219E+00
26 10 .2480E+02
.0000E+00 .0000E+00
.2952E+02 .9754E-03
.4920E+02 .1890E-02
.7381E+02 .3475E-02
.8857E+02 .4877E-02
.9841E+02 .6096E-02
.8857E+02 .1219E-01
.8857E+02 .1829E-01
.8857E+02 .3048E-01
.8857E+02 .1219E+00
27 10 .3040E+02
.0000E+00 .0000E+00
.3106E+02 .9754E-03
.5177E+02 .1890E-02
.7765E+02 .3475E-02
.9318E+02 .4877E-02
.1035E+03 .6096E-02
.9318E+02 .1219E-01
Path: C:\PILES\APILEP3
File: SPRV2 .APO 44,832 .a.. 3-16-01 2:02:50 pm Page 10 .9318E+02 .1829E-01
.9318E+02 .3048E-01
.9318E+02 .1219E+00
TIP LOAD TIP MOVEMENT
KN. M.
.0000E+00 .0000E+00
.2463E+02 .3048E-03
.4925E+02 .6096E-03
.9850E+02 .1219E-02
.1970E+03 .7925E-02
.2955E+03 .2560E-01
.3546E+03 .4450E-01
.3940E+03 .6096E-01
.3940E+03 .9144E-01
.3940E+03 .1219E+00
LOAD VERSUS SETTLEMENT CURVE
****************************
TOP LOAD
KN.
TOP MOVEMENT
M.
TIP LOAD
KN.
TIP MOVEMENT
M.
.4572E+01 .9170E-05 .2031E+00 .2513E-05
.4572E+02 .9170E-04 .2031E+01 .2513E-04
.2286E+03 .4585E-03 .1015E+02 .1257E-03
.4572E+03 .9170E-03 .2031E+02 .2513E-03
.1928E+04 .4218E-02 .9905E+02 .1257E-02
.2866E+04 .7003E-02 .1175E+03 .2513E-02
.3530E+04 .1846E-01 .2229E+03 .1257E-01
.3600E+04 .3120E-01 .2929E+03 .2513E-01
.3676E+04 .5652E-01 .3684E+03 .5026E-01
Axial Capacity (kN)
500 1000 1500 2000 2500 3000 3500 4000 4500 5000
Skin Friction
1 otai Capac ii\
500 1000 1500 2000 2500 3000 3500 4000 4500 5000
Skin Friction (kN)
v FHWA
0 A1 anibda
0 Tip Resistance (kN)
50 100 150 200 250 300 350 400
v FHWA
o ‘0,
A 1.ambda
Total Capacity (10i)
500 1000 1500 2000 2500 3000
1 1 1 1 1 I 1 I 1 1 1 1 1 1
3500 4000 4500 5000
H FHWA
o
A I ..11111-d.:i
Total Capacity (kN)
0 4500 5000 500 1000 1500 2000 2500 3000 3500 4000
1,111.1111 1111 1111 1_11 1111 111111,, 11 1
7Curve #1
A cur\ e
0 CUINC
0 ( urNe
Curve P7
on—z
500 1 000 1500 2000 2500 3000 3500 4000 4500 5000
Axial Load (kN)
Cr)
Cr)
kr,
Settlement, m
v Curve 4 1
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 1
AXIALLY LOADING PILE ANALYSIS PROGRAM - APILEplus
VERSION 3.0 - (C) COPYRIGHT ENSOFT,INC.,1998.
Springville, 0.61m CEP, L3fm,abut @+3 5m
DESIGNER : SmB
DATE : 3/14/2001
PILE PROPERTIES :
PERIMETER OF PILE WITH NONCIRCULAR SECTION=
TIP AREA OF PILE WITH NONCIRCULAR SECTION =
OUTSIDE DIAMETER OF CIRCULAR PILE
INTERNAL DIAMETER OF CIRCULAR PILE
PILE LENGTH
MODULUS OF ELASTICITY
.00 MM.
.00 SQM
609.60 MM.
.00 MM.
31.00 M.
.384E+08 KPA
LENGTH OF SURFACE SECTION WITH ZERO SKIN FRICTION = .00 M.
INCREMENT OF PILE LENGTH USED IN COMPUTATION .25 M.
SOIL INFORMATIONS
SOIL
DEPTH TYPE
M.
:
LATERAL
EARTH
PRESSURE
EFFECTIVE
UNIT
WEIGHT
KN/CM
FRICTION
ANGLE
DEGREES
BEARING
CAPACITY
FACTOR
.00 CLAY .00 19.00 .00 .00
6.50 CLAY .00 19.00 .00 .00
6.50 CLAY .00 9.20 .00 .00
9.60 CLAY .00 9.20 .00 .00
9.60 CLAY .00 9.20 .00 .00
14.20 CLAY .00 9.20 .00 .00
14.20 CLAY .00 9.20 .00 .00
34.00 CLAY .00 9.20 .00 .00
MAXIMUM MAXIMUM
UNIT UNIT
FRICTION BEARING
KPA KPA
9999.00 99999.00
9999.00 99999.00
UNDISTURB
SHEAR
STRENGTH
KPA
40.00 40.00
REMOLDED
SHEAR
STRENGTH
KPA
20.00 20.00
BLOW UNIT SKIN UNIT END
COUNT FRICTION BEARING
KPA KPA
.00 .00 .00
.00 .00 .00
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 Pm Page 2
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 40.00 20.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 100.00 50.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
9999.00 99999.00 150.00 75.00 .00 .00 .00
**********************
* COMPUTATION RESULT *
**********************
******************** ******************** ******************* PILE
PENETRATION
M.
* FED. HWY. METHOD *
********************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
* ARMY CORPS METHOD *
********************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
* LAMBDA 2 METHOD *
*******************
TOTAL ULTIM
SKIN END CAPACFRIC BEARING ITY
KN. KN. KN.
.0 0. 105. 105. 0. 105. 105. 0. 105. 105.
.3 0. 105. 105. 16. 105. 121. 20. 105. 125.
.5 7. 105. 113. 32. 105. 137. 38. 105. 143.
.8 22. 105. 127. 48. 105. 153. 55. 105. 160.
1.0 37. 105. 142. 64. 105. 169. 72. 105. 177.
1.3 52. 105. 157. 80. 105. 185. 90. 105. 195.
1.5 67. 105. 172. 96. 105. 201. 107. 105. 212.
1.8 82. 105. 187. 112. 105. 217. 125. 105. 230.
2.0 97. 105. 202. 128. 105. 233. 143. 105. 248.
2.3 112. 105. 217. 144. 105. 249. 161. 105. 266.
2.5 126. 105. 232. 160. 105. 265. 180. 105. 285.
2.8 141. 105. 246. 176. 105. 281. 199. 105. 304.
3.0 156. 105. 261. 192. 105. 297. 219. 105. 324.
3.3 171. 105. 276. 207. 105. 313. 239. 105. 344.
3.5 186. 105. 291. 223. 105. 329. 259. 105. 364.
3.8 201. 105. 306. 239. 105. 344. 280. 105. 385.
4.0 216. 105. 321. 255. 105. 360. 301. 105. 406.
4.3 231. 105. 336. 271. 105. 376. 322. 105. 427.
4.5 246. 105. 351. 287. 105. 392. 344. 105. 449.
4.8 260. 105. 365. 303. 105. 408. 366. 105. 471.
5.0 275. 105. 380. 319. 105. 424. 389. 105. 494.
5.3 290. 105. 395. 335. 105. 440. 412. 105. 517.
5.5 305. 105. 410. 351. 105. 456. 435. 105. 540.
5.8 320. 105. 425. 367. 105. 472. 459. 105. 564.
6.0 335. 105. 440. 383. 105. 488. 483. 105. 588.
6.3 350. 105. 455. 399. 105. 504. 507. 105. 612.
6.5 365. 105. 470. 415. 105. 520. 532. 105. 637.
6.8 379. 105. 484. 431. 105. 536. 557. 105. 662.
7.0 394. 105. 499. 447. 105. 552. 582. 105. 687.
7.3 409. 105. 514. 463. 105. 568. 607. 105. 712.
7.5 424. 105. 529. 479. 105. 584. 633. 105. 738.
7.8 439. 105. 544. 495. 105. 600. 658. 105. 763.
8.0 454. 105. 559. 511. 105. 616. 683. 105. 788.
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 3
8.3 469. 105. 574. 527. 105. 632. 708. 105. 813.
8.5 484. 105. 589. 543. 105. 648. 734. 105. 839.
8.8 498. 133. 632. 559. 133. 692. 759. 133. 892.
9.0 513. 166. 679. 575. 166. 740. 784. 166. 950.
9.3 528. 198. 726. 590. 198. 789. 810. 198. 1008.
9.5 543. 230. 773. 606. 230. 837. 835. 230. 1066.
9.8 558. 263. 821. 622. 263. 885. 861. 263. 1124.
10.0 581. 263. 844. 642. 263. 905. 899. 263. 1161.
10.3 614. 263. 876. 666. 263. 929. 936. 263. 1199.
10.5 646. 263. 908. 690. 263. 953. 973. 263. 1236.
10.8 678. 263. 941. 714. 263. 977. 1010. 263. 1273.
11.0 710. 263. 973. 738. 263. 1001. 1047. 263. 1310.
11.3 742. 263. 1005. 762. 263. 1025. 1084. 263. 1347.
11.5 774. 263. 1037. 786. 263. 1049. 1121. 263. 1383.
11.8 807. 263. 1069. 810. 263. 1073. 1157. 263. 1420.
12.0 839. 263. 1101. 834. 263. 1097. 1194. 263. 1456.
12.3 871. 263. 1134. 858. 263. 1120. 1230. 263. 1493.
12.5 903. 263. 1166. 882. 263. 1144. 1266. 263. 1529.
12.8 935. 263. 1198. 906. 263. 1168. 1302. 263. 1565.
13.0 967. 263. 1230. 930. 263. 1192. 1338. 263. 1601.
13.3 1000. 286. 1286. 954. 286. 1240. 1374. 286. 1660.
13.5 1032. 313. 1345. 978. 313. 1291. 1410. 313. 1723.
13.8 1064. 340. 1404. 1001. 340. 1342. 1446. 340. 1786.
14.0 1096. 367. 1463. 1025. 367. 1392. 1481. 367. 1848.
14.3 1128. 394. 1522. 1049. 394. 1443. 1517. 394. 1911.
14.5 1166. 394. 1560. 1079. 394. 1473. 1561. 394. 1955.
14.8 1211. 394. 1605. 1115. 394. 1509. 1604. 394. 1998.
15.0 1255. 394. 1649. 1151. 394. 1545. 1648. 394. 2042.
15.3 1300. 394. 1694. 1187. 394. 1581. 1691. 394. 2085.
15.5 1344. 394. 1738. 1223. 394. 1617. 1734. 394. 2128.
15.8 1389. 394. 1783. 1259. 394. 1653. 1777. 394. 2171.
16.0 1433. 394. 1827. 1295. 394. 1689. 1820. 394. 2214.
16.3 1478. 394. 1872. 1331. 394. 1725. 1862. 394. 2256.
16.5 1522. 394. 1916. 1367. 394. 1761. 1905. 394. 2299.
16.8 1566. 394. 1960. 1402. 394. 1796. 1947. 394. 2341.
17.0 1611. 394. 2005. 1438. 394. 1832. 1989. 394. 2383.
17.3 1655. 394. 2049. 1474. 394. 1868. 2031. 394. 2425.
17.5 1700. 394. 2094. 1510. 394. 1904. 2073. 394. 2467.
17.8 1744. 394. 2138. 1546. 394. 1940. 2114. 394. 2508.
18.0 1789. 394. 2183. 1582. 394. 1976. 2156. 394. 2550.
18.3 1833. 394. 2227. 1618. 394. 2012. 2197. 394. 2591.
18.5 1878. 394. 2272. 1654. 394. 2048. 2239. 394. 2633.
18.8 1922. 394. 2316. 1690. 394. 2084. 2280. 394. 2674.
19.0 1966. 394. 2360. 1726. 394. 2120. 2321. 394. 2715.
19.3 2011. 394. 2405. 1762. 394. 2156. 2362. 394. 2756.
19.5 2055. 394. 2449. 1797. 394. 2191. 2403. 394. 2797.
19.8 2100. 394. 2494. 1833. 394. 2227. 2443. 394. 2837.
20.0 2144. 394. 2538. 1869. 394. 2263. 2484. 394. 2878.
20.3 2189. 394. 2583. 1905. 394. 2299. 2524. 394. 2918.
20.5 2233. 394. 2627. 1941. 394. 2335. 2565. 394. 2959.
20.8 2278. 394. 2672. 1977. 394. 2371. 2605. 394. 2999.
21.0 2322. 394. 2716. 2013. 394. 2407. 2645. 394. 3039.
21.3 2366. 394. 2760. 2049. 394. 2443. 2685. 394. 3079.
21.5 2411. 394. 2805. 2085. 394. 2479. 2725. 394. 3119.
21.8 2455. 394. 2849. 2121. 394. 2515. 2765. 394. 3159.
22.0 2500. 394. 2894. 2156. 394. 2551. 2805. 394. 3199.
22.3 2544. 394. 2938. 2192. 394. 2586. 2845. 394. 3239.
Path:
File:
C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 4
22.5 2589. 394 2983. 2228. 394. 2622. 2884. 394. 3278.
22.8 2633. 394. 3027. 2264. 394. 2658. 2924. 394. 3318.
23.0 2677. 394. 3071. 2300. 394. 2694. 2963. 394. 3357.
23.3 2722. 394. 3116. 2336. 394. 2730. 3003. 394. 3397.
23.5 2766. 394. 3160. 2372. 394. 2766. 3042. 394. 3436.
23.8 2811. 394. 3205. 2408. 394. 2802. 3081. 394. 3475.
24.0 2855. 394. 3249. 2444. 394. 2838. 3120. 394. 3514.
24.3 2900. 394. 3294. 2480. 394. 2874. 3159. 394. 3554.
24.5 2944. 394. 3338. 2516. 394. 2910. 3199. 394. 3593.
24.8 2989. 394. 3383. 2551. 394. 2946. 3237. 394. 3631.
25.0 3033. 394. 3427. 2587. 394. 2981. 3276. 394. 3670.
25.3 3077. 394. 3471. 2623. 394. 3017. 3315. 394. 3709.
25.5 3122. 394. 3516. 2659. 394. 3053. 3354. 394. 3748.
25.8 3166. 394. 3560. 2695. 394. 3089. 3393. 394. 3787.
26.0 3211. 394. 3605. 2731. 394. 3125. 3431. 394. 3825.
26.3 3255. 394. 3649. 2767. 394. 3161. 3470. 394. 3864.
26.5 3300. 394. 3694. 2803. 394. 3197. 3508. 394. 3902.
26.8 3344. 394. 3738. 2839. 394. 3233. 3547. 394. 3941.
27.0 3389. 394. 3783. 2875. 394. 3269. 3585. 394. 3979.
27.3 3433. 394. 3827. 2911. 394. 3305. 3623. 394. 4017.
27.5 3477. 394. 3871. 2946. 394. 3340. 3662. 394. 4056.
27.8 3522. 394. 3916. 2982. 394. 3376. 3700. 394. 4094.
28.0 3566. 394. 3960. 3018. 394. 3412. 3738. 394. 4132.
28.3 3611. 394. 4005. 3054. 394. 3448. 3776. 394. 4170.
28.5 3655. 394. 4049. 3090. 394. 3484. 3814. 394. 4208.
28.8 3700. 394. 4094. 3126. 394. 3520. 3852. 394. 4246.
29.0 3744. 394. 4138. 3162. 394. 3556. 3890. 394. 4284.
29.3 3789. 394. 4183. 3198. 394. 3592. 3928. 394. 4322.
29.5 3833. 394. 4227. 3234. 394. 3628. 3966. 394. 4360.
29.8 3877. 394. 4271. 3270. 394. 3664. 4004. 394. 4398.
30.0 3922. 394. 4316. 3306. 394. 3700. 4041. 394. 4435.
30.3 3966. 394. 4360. 3341. 394. 3735. 4079. 394. 4473.
30.5 4011. 394. 4405. 3377. 394. 3771. 4117. 394. 4511.
30.8 4055. 394. 4449. 3413. 394. 3807. 4154. 394. 4548.
31.0 4100. 394. 4494. 3449. 394. 3843. 4192. 394. 4586.
PILE
PENETRATION
M.
**********************
* API RP-2A (1994)
**********************
TOTAL SKIN END
FRICTION BEARING
KN. KN.
ULTIMATE
CAPACITY
KN.
.00 .0 105.1 105.1
.25 5.6 105.1 110.7
.50 11.8 105.1 116.8
.75 18.8 105.1 123.9
1.00 26.5 105.1 131.6
1.25 34.7 105.1 139.7
1.50 43.3 105.1 148.3
1.75 52.2 105.1 157.3
2.00 61.5 105.1 166.6
2.25 71.2 105.1 176.3
2.50 81.4 105.1 186.5
2.75 92.1 105.1 197.1
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page
3.00 103.3 105.1 208.3
3.25 114.9 105.1 220.0
3.50 127.0 105.1 232.1
3.75 139.6 105.1 244.7
4.00 152.6 105.1 257.7
4.25 166.0 105.1 271.1
4.50 179.8 105.1 284.9
4.75 194.0 105.1 299.1
5.00 208.6 105.1 313.6
5.25 223.5 105.1 328.6
5.50 238.8 105.1 343.9
5.75 254.5 105.1 359.5
6.00 270.4 105.1 375.5
6.25 286.8 105.1 391.8
6.50 303.4 105.1 408.5
6.75 320.3 105.1 425.4
7.00 337.4 105.1 442.5
7.25 354.6 105.1 459.7
7.50 372.0 105.1 477.1
7.75 389.5 105.1 494.6
8.00 407.2 105.1 512.2
8.25 425.0 105.1 530.0
8.50 442.9 105.1 548.0
8.75 461.0 133.4 594.5
9.00 479.3 165.7 645.0
9.25 497.7 198.0 695.7
9.50 516.2 230.4 746.6
9.75 534.9 262.7 797.6
10.00 559.2 262.7 821.9
10.25 589.2 262.7 851.9
10.50 619.4 262.7 882.1
10.75 649.8 262.7 912.5
11.00 680.5 262.7 943.1
11.25 711.3 262.7 974.0
11.50 742.4 262.7 1005.0
11.75 773.6 262.7 1036.3
12.00 805.1 262.7 1067.8
12.25 836.8 262.7 1099.5
12.50 868.7 262.7 1131.4
12.75 900.8 262.7 1163.5
13.00 933.1 262.7 1195.8
13.25 965.6 286.3 1251.9
13.50 998.4 313.2 1311.6
13.75 1031.3 340.2 1371.4
14.00 1064.4 367.1 1431.5
14.25 1097.7 394.0 1491.7
14.50 1135.0 394.0 1529.0
14.75 1176.3 394.0 1570.3
15.00 1217.8 394.0 1611.8
15.25 1259.5 394.0 1653.6
15.50 1301.5 394.0 1695.5
15.75 1343.8 394.0 1737.8
16.00 1386.2 394.0 1780.2
16.25 1428.9 394.0 1822.9
16.50 1471.8 394.0 1865.9
16.75 1515.0 394.0 1909.0
17.00 1558.4 394.0 1952.4
5 Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a. 7-10-01 3:27:38 pm Page
17.25 1602.0 394.0 1996.0
17.50 1645.8 394.0 2039.8
17.75 1689.9 394.0 2083.9
18.00 1734.2 394.0 2128.2
18.25 1778.7 394.0 2172.7
18.50 1823.4 394.0 2217.4
18.75 1868.4 394.0 2262.4
19.00 1913.5 394.0 2307.5
19.25 1958.9 394.0 2352.9
19.50 2004.5 394.0 2398.5
19.75 2050.3 394.0 2444.4
20.00 2096.4 394.0 2490.4
20.25 2142.6 394.0 2536.6
20.50 2189.1 394.0 2583.1
20.75 2235.8 394.0 2629.8
21.00 2282.7 394.0 2676.7
21.25 2329.8 394.0 2723.8
21.50 2377.1 394.0 2771.1
21.75 2424.6 394.0 2818.6
22.00 2472.3 394.0 2866.3
22.25 2520.2 394.0 2914.2
22.50 2568.4 394.0 2962.4
22.75 2616.7 394.0 3010.7
23.00 2665.3 394.0 3059.3
23.25 2714.0 394.0 3108.0
23.50 2763.0 394.0 3157.0
23.75 2812.1 394.0 3206.1
24.00 2861.5 394.0 3255.5
24.25 2911.0 394.0 3305.0
24.50 2960.8 394.0 3354.8
24.75 3010.7 394.0 3404.7
25.00 3060.9 394.0 3454.9
25.25 3111.2 394.0 3505.2
25.50 3161.7 394.0 3555.8
25.75 3212.5 394.0 3606.5
26.00 3263.4 394.0 3657.4
26.25 3314.5 394.0 3708.5
26.50 3365.9 394.0 3759.9
26.75 3417.4 394.0 3811.4
27.00 3469.1 394.0 3863.1
27.25 3521.0 394.0 3915.0
27.50 3573.0 394.0 3967.0
27.75 3625.3 394.0 4019.3
28.00 3677.8 394.0 4071.8
28.25 3730.4 394.0 4124.4
28.50 3783.2 394.0 4177.3
28.75 3836.3 394.0 4230.3
29.00 3889.5 394.0 4283.5
29.25 3942.9 394.0 4336.9
29.50 3996.4 394.0 4390.5
29.75 4050.2 394.0 4444.2
30.00 4104.2 394.0 4498.2
30.25 4158.3 394.0 4552.3
30.50 4212.6 394.0 4606.6
30.75 4267.1 394.0 4661.1
31.00 4321.8 394.0 4715.8
6 Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 7
AN ASTERISK WILL BE PLACED IN THE END-BEARING COLUMN
IF THE TIP RESISTANCE IS CONTROLLED BY THE FRICTION
OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE.
*************************************************
* COMPUTE LOAD-DISTRIBUTION AND LOAD-SETTLEMENT *
* CURVES FOR AXIAL LOADING
*************************************************
T-Z CURVE
NO.
1 NO. OF
POINTS
10 DEPTH TO CURVE
M.
.0000E+00
LOAD TRANSFER
KPA
PILE MOVEMENT
M.
.0000E+00 .0000E+00
.3522E+01 .9754E-03
.5870E+01 .1890E-02
.8805E+01 .3475E-02
.1057E+02 .4877E-02
.1174E+02 .6096E-02
.1057E+02 .1219E-01
.1057E+02 .1829E-01
.1057E+02 .3048E-01
.1057E+02 .1219E+00
2 10 .3250E+01
.0000E+00 .0000E+00
.7596E+01 .9754E-03
.1266E+02 .1890E-02
.1899E+02 .3475E-02
.2279E+02 .4877E-02
.2532E+02 .6096E-02
.2279E+02 .1219E-01
.2279E+02 .1829E-01
.2279E+02 .3048E-01
.2279E+02 .1219E+00
3 10 .6400E+01
.0000E+00 .0000E+00
.1044E+02 .9754E-03
.1740E+02 .1890E-02
.2610E+02 .3475E-02
.3132E+02 .4877E-02
.3480E+02 .6096E-02
.3132E+02 .1219E-01
.3132E+02 .1829E-01
.3132E+02 .3048E-01
.3132E+02 .1219E+00
4 10 .6500E+01
.0000E+00 .0000E+00
.1059E+02 .9754E-03
.1765E+02 .1890E-02
.2648E+02 .3475E-02
.3177E+02 .4877E-02
.3531E+02 .6096E-02
.3177E+02 .1219E-01
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a. 7-10-01 3:27:38 pm Page 8
.3177E+02 .1829E-01
.3177E+02 .3048E-01
.3177E+02 .1219E+00
5 10 .8050E+01
.0000E+00 .0000E+00
.1116E+02 .9754E-03
.1860E+02 .1890E-02
.2791E+02 .3475E-02
.3349E+02 .4877E-02
.3721E+02 .6096E-02
.3349E+02 .1219E-01
.3349E+02 .1829E-01
.3349E+02 .3048E-01
.3349E+02 .1219E+00
6 10 .9500E+01
.0000E+00 .0000E+00
.1171E+02 .9754E-03
.1951E+02 .1890E-02
.2926E+02 .3475E-02
.3512E+02 .4877E-02
.3902E+02 .6096E-02
.3512E+02 .1219E-01
.3512E+02 .1829E-01
.3512E+02 .3048E-01
.3512E+02 .1219E+00
7 10 .9600E+01
.0000E+00 .0000E+00
.1171E+02 .9754E-03
.1951E+02 .1890E-02
.2926E+02 .3475E-02
.3512E+02 .4877E-02
.3902E+02 .6096E-02
.3512E+02 .1219E-01
.3512E+02 .1829E-01
.3512E+02 .3048E-01
.3512E+02 .1219E+00
8 10 .1190E+02
.0000E+00 .0000E+00
.1973E+02 .9754E-03
.3288E+02 .1890E-02
.4932E+02 .3475E-02
.5918E+02 .4877E-02
.6575E+02 .6096E-02
.5918E+02 .1219E-01
.5918E+02 .1829E-01
.5918E+02 .3048E-01
.5918E+02 .1219E+00
9 10 .1410E+02
.0000E+00 .0000E+00
.2087E+02 .9754E-03
.3479E+02 .1890E-02
.5218E+02 .3475E-02
.6262E+02 .4877E-02
.6958E+02 .6096E-02
.6262E+02 .1219E-01
.6262E+02 .1829E-01
.6262E+02 .3048E-01
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 9
.6262E+02 .1219E+00
10 10 .1420E+02
.0000E+00 .0000E+00
.2087E+02 .9754E-03
.3479E+02 .1890E-02
.5218E+02 .3475E-02
.6262E+02 .4877E-02
.6958E+02 .6096E-02
.6262E+02 .1219E-01
.6262E+02 .1829E-01
.6262E+02 .3048E-01
.6262E+02 .1219E+00
11 10 .2410E+02
.0000E+00 .0000E+00
.3105E+02 .9754E-03
.5175E+02 .1890E-02
.7762E+02 .3475E-02
.9315E+02 .4877E-02
.1035E+03 .6096E-02
.9315E+02 .1219E-01
.9315E+02 .1829E-01
.9315E+02 .3048E-01
.9315E+02 .1219E+00
12 10 .3390E+02
.0000E+00 .0000E+00
.3426E+02 .9754E-03
.5710E+02 .1890E-02
.8565E+02 .3475E-02
.1028E+03 .4877E-02
.1142E+03 .6096E-02
.1028E+03 .1219E-01
.1028E+03 .1829E-01
.1028E+03 .3048E-01
.1028E+03 .1219E+00
TIP LOAD
KN.
TIP MOVEMENT
M.
.0000E+00 .0000E+00
.2463E+02 .3048E-03
.4925E+02 .6096E-03
.9850E+02 .1219E-02
.1970E+03 .7925E-02
.2955E+03 .2560E-01
.3546E+03 .4450E-01
.3940E+03 .6096E-01
.3940E+03 .9144E-01
.3940E+03 .1219E+00
LOAD VERSUS SETTLEMENT CURVE
****************************
Path: C:\PROGRA-1\ENSOFT\APILEP3\SPRING-1
File: SPRV3 .APO 33,178 .a.. 7-10-01 3:27:38 pm Page 10
TOP LOAD
KN.
TOP MOVEMENT
M
TIP LOAD
KN.
TIP MOVEMENT
M.
.5519E+01 .1078E-04 .2031E+00 .2513E-05
.5519E+02 .1078E-03 .2031E+01 .2513E-04
.2760E+03 .5392E-03 .1015E+02 .1257E-03
.5517E+03 .1078E-02 .2031E+02 .2513E-03
.2163E+04 .4756E-02 .9905E+02 .1257E-02
.3171E+04 .7807E-02 .1175E+03 .2513E-02
.3923E+04 .1964E-01 .2229E+03 .1257E-01
.3993E+04 .3240E-01 .2929E+03 .2513E-01
.4069E+04 .5774E-01 .3684E+03 .5026E-01
\\VENWEST03\WP_ARCHIVE\2003\3081.002\DIV.SEPT.DOC
Lateral Load Calculations
SmB 9/30/2003 File: c:\projectsVspringville bridge\calcs\updated-sv_piles-lat.xls Job No. 3081.002
Abutment
Free head
Loading along longitudinal bridge axis
Fixed head
Loading along longitudinal bridge axis
File Grp Load Grp Displ. Mmax Pile File Grp Load Grp Displ. Mmax Pile kN mm kN-m kN mm kN-m
0 0 0 0 0 0
svalf1 1000 0.7327 24.3 svalx1 1000 0.5126 12.2
svalf2 2000 1.452 48.6 svalx2 2000 0.9839 23.1
svalf3 3000 2.325 79.1 - svalx3 3000 1.457 34.1
svalf4 4000 3.397 115 svalx4 4000 1.938 46.5
svalf5 5000 4.953 155 svalx5 5000 2.57 60.9
svalf6 6000 6.114 194
Free head
Loading transverse to bridge axis
File Grp Load Grp Displ.
kN mm
O 0
svatf1 1000 0.687
svatf2 2000 1.378
svatf3 3000 2.254
svatf4 4000 3.398
svatf5 5000 4.72
Fixed head
Loading transverse to bridge axis
Mmax Pile File Grp Load Grp Displ.
kN-m kN mm
0 0 0
24.4 svatx1 1000 0.4065
48.7 svatx2 2000 0.6506
79.7 svatx3 3000 0.9791
116 svatx4 4000 1.307
155 svatx5 5000 1.69
Mmax Pile
kN-m
0 12.2
17.6 26.2
34.8 45
Bent
Fixed head
Loading along longitudinal bridge axis
File Grp Load Grp Displ. Mmax Pile
kN mm kN-m
O 0 0
svb1x2 666.5 2.531 103
svb1x3 762.5 2.91 120
svb1x4 907.3 3.468 143
svb1x5 1393 5.536 224 -
svb1x6 1881 7.277 309
Fixed head
Loading transverse to bridge axis
File Grp Load Grp Displ. Mmax Pile
kN mm kN-m
O 0 0
svbtx1 427.9 1.56 59.9
svbtx2 665.7 2.412 101
svbtx3 762.5 2.791 112
svbtx4 907.3 3.327 135
svbtx5 1393 5.134 214
svbtx6 1881 6.981 294
Deflection (in)
0 0.0002 0.0004 0.0006 0.0008 0.001 0.0012 0.0014 0.0016 0.0018 0.002 0.0022 _ _,----
0000( o
v Pile #1
0 Pile #2
Pile #3
0 010 00
0 Pile #5
(0 Pile #6
0 Pile #7
0 Pile #8
0 06e 0-
0 0 010 001
0 -
0 0, 0 #1.3
0 0
0 0
0 Pile #18
0 i',.., •,--:'
0....
0 C Pile #23
0 0
0 Pile #26
0 0
0 Pile #29
• 0
•
3 0 00 00 00
_
_ I I 1
30000000
—
— 0
0 0 0
0 •0
- 8
- 9
Moment (I(N-m)
-10 10 20 30 40 50 60 70 80
—
-GP o- v-- -
0 70
03 070
0 70-
370)
030
0370
070
070
_
v Pile
_
0 Pile #2
Pile #3
0 0 Pile #5
0 Pile #6
0 Pile #7
0 Pile #8
0 Pr 0 Pv
0 Frar,-Yrr
0 0
0 _ a
0 0
0 0104:P11
0 OPP,_ Pr lr
0 — 0 0
0 0
0 0
0 Pile #18
O
0 0
0 Pile #23
—
0 0
0 Pile #26
0 —
0 0 Pile #29
71-
00 71-
C0
CC
(
Shear (1(N)
-40 -20 20 40 60 80 100
I I I
7 I I I I I I
_ _0— V
I
00 0
00 OvO
070
ft
_
_
_
V Pile #1
o 0 Pile #2
o
/0 Pile #3
0 0 Pile #5
0 Pile #6
0 Pile #7
_ 0 Ptle #8
_
o OPio 0Ho
o 0
0 0 — 0 OP'e",-,P,
0 0
0 o
0 0
o
o
0 Pile #18
0 a 0
0 0 00 0.0
0 0 0
0 0 0 Pile #23
0 0 0
0 0 0
0 0 0 Pile #26
0 1
0 0
0 Pile #29
-70 -10 0 10 20 30 40 50 60 70 80 90
Soil Reaction (k1N/rn)
I I I I I I IF F r V dS FI I
00 OVO
0 - —
IIIIIR
Mill
111111
OVO
- 7fl
V Pile #1
0 Pile #2
A Pile #3
0 0 Pile #5
0 Pile #6
0 Pile #7
0 Pile #8
0 0
0 0
0 0
0 0 Pile #18
0 0
0 Pile #23
0 0 Pile #26
0 0
0 Pile #29
o
o
o
1 0
10 •
71-
00 00
500 1000 1500 2000 2500 3000 3500 4000
5—Uc
Load (1(N)
C,1
1 v Curve #1
0 Curve #2
svalf3.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, abut w/ fill, long. free, 3000kN
INPUT INFORMATION
* TABLE C * LOAD AND CONTROL PARAMETERS
UNITS--
VERT.LOAD, KN HOR.LOADy, KN HOR.LOADz, KN
0.1680D+05 0.3000D+04 0.0000D+00
MOMENT-V , KN- M MOMENT-Hy, KN- M MOMENT-Hz, KN- M
0.0000D+00 0.0000D+00 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 =
0.254D-03 m
0.254D-03 m
100
100
TABLE D *
GROUP
ARRANGEMENT OF PILE GROUPS
CONNECT NO OF PILE PILE NO L-S CURVE P-Y CURVE
1 PIN 1 1 1 0
2 PIN 1 1 1 0
3 PIN 1 1 1 0
4 PIN 1 1 1 0
5 PIN 1 1 1 0
6 PIN 1 1 1 0
ANGvhz,RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
7 PIN
8 PIN
9 PIN
10 PIN
11 PIN
12 PIN
13 PIN
14 PIN
15 PIN
16 PIN
17 PIN
18 PIN
19 PIN
20 PIN
21 PIN
22 PIN
23 PIN
24 PIN
25 PIN
26 PIN
27 PIN
28 PIN
29 PIN
GROUP VERT, M
1 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
2 0.6100D+00
ANGvhz, RAD
0.1571D+01
GROUP VERT, M
3 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
4 0.6100D+00
HORy, M
-.7600D+00
ANGvhy, RAD
0.1571D+01
HORy, M
0.7600D+00
ANGvhy,RAD
0.1571D+01
HORy, M
-.7600D+00
ANGvhy, RAD
0.1571D+01
HORy, M
0.7600D+00
HORz, M
-.1529D+02
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
-.1420D+02
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
-.1311D+02
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
-.1202D+02
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
5 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
6 0.6100D+00
ANGvhy, RAD
0.1571D+01
HORy, M
-.7600D+00
ANGvhy, RAD
0.1571D+01
HORy, M
0.7600D+00
ANGvx ,RAD
0.3673D-05
HORz, M
-.1093D+02
GROUND, M
*********
SPRING, KN- M
0.0000D+00
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
-.9832D+01
GROUP VERT, M HORy, M HORz, M
7 0.6100D+00 -.7600D+00 -.8740D+01
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz, RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
ANGvhz, RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz, RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz, RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy, RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
svalf3.gpo
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
-.7647D+01
ANGvhz,RAD ANGvhy, RAD
0.1571D+01 0.1571D+01
GROUP VERT, M HORy, M
8 0.6100D+00 0.7600D+00
GROUP VERT, M HORy, M HORz, M
9 0.6100D+00 -.7600D+00 -.6555D+01
ANGvhz, RAD ANGvhy, RAD ANGvx ,RAD GROUND, M SPRING, KN- M
0.1571D+01 0.1571D+01 0.3673D-05 ********* 0.0000D+00
GROUP VERT, M HORy, M HORz, M
10 0.6100D+00 0.7600D+00 -.5463D+01
GROUP VERT, M HORy, M HORz, M
11 0.6100D+00 -.7600D+00 -.4370D+01
GROUP VERT, M HORy, M HORz, M
12 0.6100D+00 0.7600D+00 -.3277D+01
GROUP VERT, M HORy, M HORz, M
13 0.6100D+00 -.7600D+00 -.2185D+01
GROUP VERT, M
14 0.6100D+00
ANGvhz, RAD
0.1571D+01
GROUP VERT, M
15 0.6100D+00
HORy, M
0.7600D+00
ANGvhy, RAD
0.1571D+01
HORy, M
-.7600D+00
HORz, M
-.1093D+01
ANGvx ,RAD
0.3673D-05
HORz, M
0.0000D+00
GROUND, M
*********
SPRING, KN- M
0.0000D+00
GROUP VERT, M HORy, M HORz, M
16 0.6100D+00 0.7600D+00 0.1093D+01
GROUP VERT, M HORy, M HORz, M
17 0.6100D+00 -.7600D+00 0.2185D+01
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
ANGvhz,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
ANGvx ,RAD
0.3673D-05
GROUND, M SPRING, KN- M
********* 0.0000D+00
svalf3.gpo
GROUP VERT, M HORy, M HORz, M
18 0.6100D+00 0.7600D+00 0.3277D+01
GROUP VERT, M HORy, M HORz, M
19 0.6100D+00 -.7600D+00 0.4370D+01
GROUP VERT, M
20 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
21 0.6100D+00
HORy, M
0.7600D+00
ANGvhy,RAD
0.1571D+01
HORy, M
-.7600D+00
HORz, M
0.5463D+01
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
HORz, M
0.6555D+01
GROUP VERT, M HORy, M HORz, M
22 0.6100D+00 0.7600D+00 0.7647D+01
GROUP VERT, M
23 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
24 0.6100D+00
HORy, M
-.7600D+00
ANGvhy,RAD
0.1571D+01
HORy, M
0.7600D+00
HORz, M
0.8740D+01
ANGvx ,RAD
0.3673D-05
HORz, M
0.9832D+01
GROUND, M
*********
SPRING, KN- M
0.0000D+00
GROUP VERT, M HORy, M HORz, M
25 0.6100D+00 -.7600D+00 0.1093D+02
GROUP VERT, M
26 0.6100D+00
HORy, M
0.7600D+00
HORz, M
0.1202D+02
GROUP VERT, M
27 0.6100D+00
ANGvhz,RAD
0.1571D+01
GROUP VERT, M
28 0.6100D+00
HORy, M
-.7600D+00
ANGvhy,RAD
0.1571D+01
HORy, M
0.7600D+00
HORz, M
0.1311D+02
ANGvx ,RAD
0.3673D-05
HORz, M
0.1420D+02
GROUND, M
*********
SPRING, KN- M
0.0000D+00
ANGvhz, RAD
0.1571D+01
GROUP VERT, M
29 0.6100D+00
ANGvhZ,RAD
0.1571D+01
ANGvhy,RAD
0.1571D+01
HORy, M
-.7600D+00
ANGvhy,RAD
0.1571D+01
svalf3.gpo
ANGvx ,RAD GROUND, M
0.3673D-05 *********
SPRING, KN- M
0.0000D+00
HORz, M
0.1529D+02
ANGvx ,RAD GROUND, M SPRING, KN- M
0.3673D-05 ********* 0.0000D+00
* TABLE E * PILE GEOMETRY AND PROPERTIES
PILE SEC INC LENGTH, m E , KN/ m**2
1 1 100 0.2500D+02 0.5080D+08
PILE FROM, M TO, M DIAM, M AREA, M**2
1 0.0000D+00 0.2500D+02 0.6096D+00 0.2919D+00
I, m**4
0.3373D-02
* TABLE F * AXIAL LOAD VS SE1ILEMENT
(THE LOAD-SEiiLEMENT CURVE IS GENERATED INTERNALLY)
NUM OF CURVES 1
CURVE 1
POINT
NUM OF POINTS 19
AXIAL LOAD, KN SEMLEMENT, M
1 -0.3456D+04 -0.5459D-01
2 -0.3442D+04 -0.2919D-01
3 -0.3435D+04 -0.1649D-01
4 -0.3518D+04 -0.6485D-02
5 -0.3467D+04 -0.5104D-02
6 -0.1126D+04 -0.1312D-02
7 -0.5470D+03 -0.6405D-03
8 -0.1091D+03 -0.1277D-03
9 -0.1091D+02 -0.1277D-04
10 0.0000D+00 0.0000D+00
11 0.1095D+02 0.1280D-04
12 0.1095D+03 0.1280D-03
13 0.5488D+03 0.6424D-03
14 0.1129D+04 0.1316D-02
15 0.3473D+04 0.5115D-02
16 0.3529D+04 0.6504D-02
17 0.3493D+04 0.1659D-01
18 0.3558D+04 0.2939D-01
19 0.3634D+04 0.5490D-01
* TABLE T * TORS. MOM. VS ANGLE ROT.
(THE TORQUE-ROTATION CURVE IS GENERATED INTERNALLY)
NUM OF CURVES 1
CURVE 1 NUM OF POINTS 19
POINT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 TORs.mOMEN,
-0.9842D+03
-0.9842D+03
-0.9842D+03
-0.9925D+03
-0.9912D+03
-0.7997D+03
-0.6965D+03
-0.4550D+03
-0.1663D+03
0.0000D+00
0.1663D+03
0.4550D+03
0.6965D+03
0.7997D+03
0.9912D+03
0.9925D+03
0.9842D+03
0.9842D+03
0.9842D+03
svalf3.gpo
KN- M ROT. ANGLE,Rad.
-0.3740D+00
-0.2907D+00
-0.2490D+00
-0.2183D+00
-0.2136D+00
-0.1538D+00
-0.1257D+00
-0.6862D-01
-0.1740D-01
0.0000D+00
0.1740D-01
0.6862D-01
0.1257D+00
0.1538D+00
0.2136D+00
0.2183D+00
0.2490D+00
0.2907D+00
0.3740D+00
* TABLE H * SOIL DATA FOR AUTO P-Y CURVES
SOILS INFORMATION
AT THE GROUND SURFACE
5 LAYER(S) OF SOIL
LAYER 1
X AT THE TOP OF THE LAYER
X AT THE BOTTOM OF THE LAYER
MODULUS OF SUBGRADE REACTION
-1.69 m
= -1.69 m
4.01 m
= 0.200D+05 KN/ M**3
LAYER 2
THE SOIL IS A STIFF CLAY ABOVE THE
X AT THE TOP OF THE LAYER =
X AT THE BOTTOM OF THE LAYER =
MODULUS OF SUBGRADE REACTION =
LAYER 3
THE SOIL IS A STIFF CLAY BELOW THE
X AT THE TOP OF THE LAYER =
X AT THE BOTTOM OF THE LAYER =
MODULUS OF SUBGRADE REACTION =
LAYER 4
THE SOIL IS A STIFF CLAY BELOW
X AT THE TOP OF THE LAYER
X AT THE BOTTOM OF THE LAYER
MODULUS OF SUBGRADE REACTION
LAYER 5
THE SOIL IS A STIFF CLAY BELOW
X AT THE TOP OF THE LAYER
X AT THE BOTTOM OF THE LAYER
MODULUS OF SUBGRADE REACTION
WATER TABLE
4.01 M
7.01 M
0.200D+05 KN/ M**3
WATER TABLE
7.01 M
10.11 M
0.200D+05 KN/ M**3
THE WATER TABLE
= 10.11 M
= 14.71 M
= 0.100D+06 KN/ M**3
THE WATER TABLE
= 14.71 M
= 34.51 M
= 0.110D+06 KN/ m**3
DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH
X, M
svalf3.gpo
10 POINTS
WEIGHT, KN/ M**3
-1.6900 0.1900D+02
4.0100 0.1900D+02
4.0100 0.1900D+02
7.0100 0.1900D+02
7.0100 0.9200D+01
10.1100 0.9200D+01
10.1100 0.9200D+01
14.7100 0.9200D+01
14.7100 0.9200D+01
34.5100 0.9200D+01
POINTS
DISTRIBUTION OF STRENGTH PARAMETERS WITHDEPTH/
X, M C, KN/ m**2 PHI,DEGREES E50
-1.69 0.5000D+01 25.000 0.7000D-01
4.01 0.5000D+01 25.000 0.7000D-01
4.01 0.4000D+02 0.000 0.7000D-01
7.01 0.4000D+02 0.000 0.7000D-01
7.01 0.4000D+02 0.000 0.7000D-01
10.11 0.4000D+02 0.000 0.7000D-01
10.11 0.1000D+03 0.000 0.5000D-01
14.71 0.1000D+03 0.000 0.5000D-01
14.71 0.1500D+03 0.000 0.5000D-01
34.51 0.1500D+03 0.000 0.5000D-01
REDUCTION FACTORS FOR CLOSELY-SPACED PILE GROUPS
GROUP NO P-FACTOR Y-FACTOR
1 0.89 1.00
2 0.97 1.00
3 0.80 1.00
4 0.97 1.00
5 0.80 1.00
6 0.97 1.00
7 0.80 1.00
8 0.97 1.00
9 0.80 1.00
10 0.97 1.00
11 0.80 1.00
12 0.97 1.00
13 0.80 1.00
14 0.97 1.00
15 0.80 1.00
16 0.97 1.00
17 0.80 1.00
18 0.97 1.00
19 0.80 1.00
20 0.97 1.00
21 0.80 1.00
22 0.97 1.00
23 0.80 1.00
24 0.97 1.00
25 0.80 1.00
26 0.97 1.00
27 0.80 1.00
28 0.97 1.00
29 0.89 1.00
svalf3.gpo
spr vii, abut w/ fill, long. free, 3000kN
COMPUTATION RESULTS,
VERT. LOAD, KN HOR. LOADy, KN HOR. LOADz, KN
0.1680D+05 0.2946D+04 -0.5432D+02
MOMENT-V , M- KN MOMENT-Hy, M- KN MOMENT-Hz, M- KN
0.0000D+00 -0.2079D+02 -0.2079D+02
DISPLACEMENT OF GROUPED PILE FOUNDATION
VERTICAL , M HORIZONTALy, M HORIZONTALz, M
0.6815D-03 0.2325D-02 0.2957D-04
ANGLE ROT.x,RAD ANGLE ROT.y,RAD ANGLE ROT.z,RAD
-0.8734D-08 0.4242D-08 -0.1527D-03
NUMBER OF ITERATIONS = 3
* TABLE I * COMPUTATION ON INDIVIDUAL PILE
* PILE GROUP *
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
0.564D-03 0.229D-02 -0.418D-04 0.132D-07 -0.256D-07 -0.155D-03 AXIAL, KN LATy, KN LATz, KN MOMx, KN- M MOMy, KN- M MOMz, KN- M
0.482D+03 0.102D+03 -0.187D+01 0.156D+04 -0.737D+04 0.428D+03 STRESS, KN/ M**2
0.165D+04
THE PILE COORDINATE SYSTEM
VDISPL, M HDISPLy, M HDISPLz, M ROT. V,RAD ROT.Hy,RAD ROT.Hz,RAO
0.564D-03 0.229D-02 -0.418D-04 0.132D-07 -0.256D-07 -0.155D-03
svalf3.gpo
AXIAL, KN LATy, KN LATZ, KN
0.482D+03 0.102D+03 -0.187D+01
STRESS, KN/ m**2
0.165D+04
MOMX, KN- M momy, KN- M MOMZ, KN- M
0.000D+00 -0.191D-01 -0.104D+01
LATERALLY LOADED PILE
X
*****
DEFLECTION
**********
MOMENT
KN- M
**********
SHEAR SOIL
REACTION
KN KN/ M
********** **********
TOTAL
STRESS
KN/ M**2
**********
FLEXURAL
RIGIDITY
KN- M**2
**********
0.00 0.229D-02 0.000D+00 0.102D+03 0.692D+02 0.165D+04 0.171D+06
0.25 0.198D-02 0.235D+02 0.935D+02 0.664D+02 0.378D+04 0.171D+06
0.50 0.169D-02 0.429D+02 0.769D+02 0.714D+02 0.553D+04 0.171D+06
0.75 0.141D-02 0.578D+02 0.591D+02 0.760D+02 0.688D+04 0.171D+06
1.00 0.115D-02 0.680D+02 0.401D+02 0.677D+02 0.779D+04 0.171D+06
1.25 0.914D-03 0.739D+02 0.232D+02 0.580D+02 0.833D+04 0.171D+06
1.50 0.706D-03 0.761D+02 0.869D+01 0.480D+02 0.853D+04 0.171D+06
1.75 0.527D-03 0.754D+02 -0.330D+01 0.381D+02 0.847D+04 0.171D+06
2.00 0.375D-03 0.723D+02 -0.128D+02 0.288D+02 0.818D+04 0.171D+06
2.25 0.249D-03 0.673D+02 -0.200D+02 0.203D+02 0.774D+04 0.171D+06
2.50 0.148D-03 0.611D+02 -0.251D+02 0.127D+02 0.717D+04 0.171D+06
2.75 0.694D-04 0.541D+02 -0.283D+02 0.626D+01 0.654D+04 0.171D+06
3.00 0.103D-04 0.466D+02 -0.298D+02 0.976D+00 0.587D+04 0.171D+06
3.25 -0.317D-04 0.391D+02 -0.301D+02 -0.315D+01 0.519D+04 0.171D+06
3.50 -0.595D-04 0.318D+02 -0.293D+02 -0.918D+01 0.453D+04 0.171D+06
3.75 -0.757D-04 0.251D+02 -0.270D+02 -0.109D+02 0.392D+04 0.171D+06
4.00 -0.827D-04 0.190D+02 -0.243D+02 -0.118D+02 0.337D+04 0.171D+06
4.25 -0.828D-04 0.137D+02 -0.213D+02 -0.122D+02 0.289D+04 0.171D+06
4.50 -0.779D-04 0.911D+01 -0.183D+02 -0.123D+02 0.248D+04 0.171D+06
4.75 -0.696D-04 0.531D+01 -0.152D+02 -0.120D+02 0.213D+04 0.171D+06
5.00 -0.595D-04 0.225D+01 -0.122D+02 -0.115D+02 0.186D+04 0.171D+06
5.25 -0.485D-04 -0.870D-01 -0.933D+01 -0.108D+02 0.166D+04 0.171D+06
5.50 -0.375D-04 -0.175D+01 -0.663D+01 -0.985D+01 0.181D+04 0.171D+06
5.75 -0.272D-04 -0.280D+01 -0.417D+01 -0.864D+01 0.190D+04 0.171D+06
6.00 -0.179D-04 -0.330D+01 -0.201D+01 -0.709D+01 0.195D+04 0.171D+06
6.25 -0.980D-05 -0.337D+01 -0.237D+00 -0.503D+01 0.196D+04 0.171D+06
6.50 -0.293D-05 -0.311D+01 0.102D+01 -0.223D-01 0.193D+04 0.171D+06
6.75 0.281D-05 -0.286D+01 0.103D+01 0.214D-01 0.191D+04 0.171D+06
7.00 0.750D-05 -0.261D+01 0.102D+01 0.571D-01 0.189D+04 0.171D+06
7.25 0.112D-04 -0.236D+01 0.101D+01 0.855D-01 0.187D+04 0.171D+06
7.50 0.141D-04 -0.211D+01 0.985D+00 0.107D+00 0.184D+04 0.171D+06
7.75 0.162D-04 -0.187D+01 0.958D+00 0.123D+00 0.182D+04 0.171D+06
8.00 0.176D-04 -0.164D+01 0.927D+00 0.134D+00 0.180D+04 0.171D+06
8.25 0.185D-04 -0.142D+01 0.893D+00 0.141D+00 0.178D+04 0.171D+06
8.50 0.188D-04 -0.121D+01 0.858D+00 0.143D+00 0.176D+04 0.171D+06
8.75 0.186D-04 -0.100D+01 0.823D+00 0.142D+00 0.174D+04 0.171D+06
9.00 0.182D-04 -0.803D+00 0.787D+00 0.138D+00 0.172D+04 0.171D+06
9.25 0.174D-04 -0.615D+00 0.753D+00 0.132D+00 0.171D+04 0.171D+06
9.50 0.163D-04 -0.434D+00 0.720D+00 0.363D+00 0.169D+04 0.171D+06
9.75 0.152D-04 -0.277D+00 0.629D+00 0.404D+00 0.168D+04 0.171D+06
10.00 0.139D-04 -0.144D+00 0.528D+00 0.370D+00 0.167D+04 0.171D+06
10.25 0.126D-04 -0.345D-01 0.435D+00 0.335D+00 0.166D+04 0.171D+06
10.50 0.112D-04 0.541D-01 0.352D+00 0.299D+00 0.166D+04 0.171D+06
10.75 0.991D-05 0.124D+00 0.277D+00 0.264D+00 0.166D+04 0.171D+06
svalf3.gpo
11.00 0.864D-05 0.177D+00 0.211D+00 0.230D+00 0.167D+04 0.171D+06
11.25 0.743D-05 0.216D+00 0.153D+00 0.198D+00 0.167D+04 0.171D+06
11.50 0.630D-05 0.243D+00 0.104D+00 0.168D+00 0.167D+04 0.171D+06
11.75 0.525D-05 0.259D+00 0.619D-01 0.140D+00 0.168D+04 0.171D+06
12.00 0.431D-05 0.266D+00 0.269D-01 0.115D+00 0.168D+04 0.171D+06
12.25 0.346D-05 0.266D+00 -0.175D-02 0.920D-01 0.168D+04 0.171D+06
12.50 0.270D-05 0.260D+00 -0.248D-01 0.719D-01 0.168D+04 0.171D+06
12.75 0.204D-05 0.250D+00 -0.427D-01 0.544D-01 0.167D+04 0.171D+06
13.00 0.147D-05 0.236D+00 -0.563D-01 0.393D-01 0.167D+04 0.171D+06
13.25 0.993D-06 0.220D+00 -0.662D-01 0.264D-01 0.167D+04 0.171D+06
13.50 0.591D-06 0.202D+00 -0.728D-01 0.157D-01 0.167D+04 0.171D+06
13.75 0.263D-06 0.183D+00 -0.767D-01 0.701D-02 0.167D+04 0.171D+06
14.00 0.168D-08 0.163D+00 -0.785D-01 0.448D-04 0.167D+04 0.171D+06
14.25 -0.200D-06 0.144D+00 -0.785D-01 -0.799D-02 0.167D+04 0.171D+06
14.50 -0.349D-06 0.125D+00 -0.765D-01 -0.140D-01 0.166D+04 0.171D+06
14.75 -0.453D-06 0.107D+00 -0.730D-01 -0.181D-01 0.166D+04 0.171D+06
15.00 -0.518D-06 0.896D-01 -0.685D-01 -0.207D-01 0.166D+04 0.171D+06
15.25 -0.550D-06 0.738D-01 -0.633D-01 -0.220D-01 0.166D+04 0.171D+06
15.50 -0.555D-06 0.594D-01 -0.578D-01 -0.222D-01 0.166D+04 0.171D+06
15.75 -0.539D-06 0.464D-01 -0.522D-01 -0.215D-01 0.166D+04 0.171D+06
16.00 -0.506D-06 0.347D-01 -0.469D-01 -0.202D-01 0.166D+04 0.171D+06
16.25 -0.460D-06 0.242D-01 -0.418D-01 -0.184D-01 0.165D+04 0.171D+06
16.50 -0.405D-06 0.149D-01 -0.372D-01 -0.162D-01 0.165D+04 0.171D+06
16.75 -0.344D-06 0.663D-02 -0.332D-01 -0.138D-01 0.165D+04 0.171D+06
17.00 -0.282D-06 -0.804D-03 -0.297D-01 -0.113D-01 0.165D+04 0.171D+06
17.25 -0.219D-06 -0.754D-02 -0.269D-01 -0.876D-02 0.165D+04 0.171D+06
17.50 -0.160D-06 -0.137D-01 -0.247D-01 -0.637D-02 0.165D+04 0.171D+06
17.75 -0.105D-06 -0.195D-01 -0.231D-01 -0.419D-02 0.165D+04 0.171D+06
18.00 -0.573D-07 -0.250D-01 -0.221D-01 -0.128D+00 0.165D+04 0.171D+06
18.25 -0.189D-07 -0.225D-01 0.988D-02 -0.753D-03 0.165D+04 0.171D+06
18.50 0.113D-07 -0.200D-01 0.101D-01 0.453D-03 0.165D+04 0.171D+06
18.75 0.343D-07 -0.175D-01 0.996D-02 0.137D-02 0.165D+04 0.171D+06
19.00 0.508D-07 -0.151D-01 0.961D-02 0.203D-02 0.165D+04 0.171D+06
19.25 0.618D-07 -0.128D-01 0.911D-02 0.247D-02 0.165D+04 0.171D+06
19.50 0.681D-07 -0.106D-01 0.849D-02 0.272D-02 0.165D+04 0.171D+06
19.75 0.706D-07 -0.866D-02 0.781D-02 0.282D-02 0.165D+04 0.171D+06
20.00 0.699D-07 -0.686D-02 0.710D-02 0.279D-02 0.165D+04 0.171D+06
20.25 0.667D-07 -0.522D-02 0.640D-02 0.267D-02 0.165D+04 0.171D+06
20.50 0.616D-07 -0.376D-02 0.574D-02 0.246D-02 0.165D+04 0.171D+06
20.75 0.552D-07 -0.245D-02 0.512D-02 0.220D-02 0.165D+04 0.171D+06
21.00 0.478D-07 -0.127D-02 0.457D-02 0.191D-02 0.165D+04 0.171D+06
21.25 0.400D-07 -0.215D-03 0.409D-02 0.160D-02 0.165D+04 0.171D+06
21.50 0.321D-07 0.741D-03 0.370D-02 0.128D-02 0.165D+04 0.171D+06
21.75 0.245D-07 0.162D-02 0.337D-02 0.977D-03 0.165D+04 0.171D+06
22.00 0.174D-07 0.243D-02 0.313D-02 0.696D-03 0.165D+04 0.171D+06
22.25 0.113D-07 0.320D-02 0.296D-02 0.450D-03 0.165D+04 0.171D+06
22.50 0.628D-08 0.394D-02 0.284D-02 0.171D-01 0.165D+04 0.171D+06
22.75 0.273D-08 0.361D-02 -0.144D-02 0.753D-02 0.165D+04 0.171D+06
23.00 0.503D-09 0.281D-02 -0.332D-02 0.201D-04 0.165D+04 0.171D+06
23.25 -0.699D-09 0.201D-02 -0.332D-02 -0.279D-04 0.165D+04 0.171D+06
23.50 -0.117D-08 0.121D-02 -0.332D-02 -0.331D-02 0.165D+04 0.171D+06
23.75 -0.119D-08 0.617D-03 -0.249D-02 -0.342D-02 0.165D+04 0.171D+06
24.00 -0.995D-09 0.237D-03 -0.163D-02 -0.288D-02 0.165D+04 0.171D+06
24.25 -0.710D-09 0.370D-04 -0.914D-03 -0.207D-02 0.165D+04 0.171D+06
24.50 -0.411D-09 -0.336D-04 -0.396D-03 -0.121D-02 0.165D+04 0.171D+06
24.75 -0.125D-09 -0.284D-04 -0.929D-04 -0.371D-03 0.165D+04 0.171D+06
25.00 0.151D-09 -0.142D-18 0.000D+00 0.454D-03 0.165D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 2
sva1f3.gpo
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
0.153D+04 -0.971D+04 -0.456D+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 RoT.Hy,RAD
0.132D-07 -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 MOMy, KN- M
0.000D+00 -0.270D-01
MOMz, KN- M
-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 0.643D+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 0.939D+04 0.171D+06
2.00 0.354D-03 0.743D+02 -0.149D+02 0.295D+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 -0.304D+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 0.312D+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 -0.677D-04 0.442D+01 -0.149D+02 -0.126D+02 0.274D+04 0.171D+06
svalf3.gpo
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 -0.598D+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 -0.694D-05 -0.344D+01 0.127D+00 -0.386D+01 0.265D+04 0.171D+06
6.50 -0.268D-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 0.261D+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 0.235D+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 0.949D-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 0.237D+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 0.118D-07 0.177D+00 -0.874D-01 0.339D-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 0.236D+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 -0.762D-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 -0.275D-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 0.235D+04 0.171D+06
16.50 -0.508D-06 0.882D-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 -0.120D-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 0.377D-02 -0.878D-03 0.234D+04 0.171D+06
20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.380D-03 0.234D+04 0.171D+06
20.25 -0.188D-09 -0.705D-02 0.408D-02 -0.814D-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
svalf3.gpo
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 -0.892D-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 -0.277D-09 0.107D-03 -0.447D-03 -0.808D-03 0.234D+04 0.171D+06
24.50 -0.207D-09 0.379D-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 * 3
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
0.124D+04 -0.632D+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
svalf3.gpo
X DEFLECTION MOMENT SHEAR SOIL TOTAL FLEXURAL
REACTION STRESS RIGIDITY
KN- M KN KN/ M KN/ M**2 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 0.363D+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 0.654D+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 0.723D+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 0.755D+04 0.171D+06
2.50 0.172D-03 0.597D+02 -0.223D+02 0.132D+02 0.705D+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 -0.696D-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 0.349D+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 -0.815D-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 0.180D+00 0.190D+00 0.167D+04 0.171D+06
11.50 0.691D-05 0.188D+00 0.132D+00 0.165D+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
14.00 0.348D-06 0.167D+00 -0.642D-01 0.829D-02 0.167D+04 0.171D+06
14.25 0.978D-07 0.150D+00 -0.663D-01 0.349D-02 0.167D+04 0.171D+06
14.50 -0.979D-07 0.133D+00 -0.672D-01 -0.349D-02 0.166D+04 0.171D+06
svalf3.gpo
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 0.166D+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 0.288D-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 1975 . 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 0.354D-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 * 4
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
0.129D+04
ROT.Hy,RAD ROT.HZ,RAD
-0.256D-07 -0.155D-03
MOMy, KN- M MOMZ, KN- M
-0.822D+04 -0.456D+03
STRESS, KN/ M**2
svalf3.gpo
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
m0Mx, 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 0.643D+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 0.939D+04 0.171D+06
2.00 0.354D-03 0.743D+02 -0.149D+02 0.295D+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 -0.304D+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 -0.149D+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 -0.598D+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 -0.694D-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 0.261D+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-1-06
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
sva1f3.gpo
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 0.235D+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 0.1670+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 0.1110+00 0.237D+04 0.171D+06
12.25 0.300D-05 0.282D+00 -0.223D-01 0.866D-01 0.2370+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 0.237D+04 0.171D+06
13.25 0.670D-06 0.220D+00 -0.803D-01 0.1930-01 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 0.339D-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 0.236D+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 -0.762D-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 0.2350+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 -0.275D-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 0.882D-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 -0.1010-01 -0.738D-02 -0.1090-01 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 -0.120D-01 -0.239D-02 -0.7300-02 0.234D+04 0.1710+06
18.50 -0.133D-06 -0.121D-01 -0.568D-03 -0.577D-02 0.234D+04 0.1710+06
18.75 -0.102D-06 -0.119D-01 0.875D-03 -0.444D-02 0.2340+04 0.171D+06 1900 . -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 0.377D-02 -0.878D-03 0.234D+04 0.171D+06
20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.380D-03 0.234D+04 0.171D+06
20.25 -0.188D-09 -0.705D-02 0.408D-02 -0.813D-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 0.2340+04 0.171D+06
21.25 0.121D-07 -0.313D-02 0.3790-02 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 0.1710+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 0.1710+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 -0.892D-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 0.1710+06
24.25 -0.277D-09 0.107D-03 -0.447D-03 -0.8080-03 0.234D+04 0.171D+06
svalf3.gpo
24.50 -0.207D-09 0.379D-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 * 5
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
0.103D+04 -0.527D+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
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 0.363D+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 0.654D+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 0.723D+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 0.705D+04 0.171D+06
svalf3.gpo
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 0.349D+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 -0.815D-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 0.180D+00 0.190D+00 0.167D+04 0.171D+06
11.50 0.691D-05 0.188D+00 0.132D+00 0.165D+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
14.00 0.348D-06 0.167D+00 -0.642D-01 0.829D-02 0.167D+04 0.171D+06
14.25 0.978D-07 0.150D+00 -0.663D-01 0.349D-02 0.167D+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 0.166D+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
svalf3.gpo
18.50 0.288D-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 0.354D-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 * 6
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
m0Mx, KN- m MOMy, KN- M MOMz, KN- M
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
0.684D+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
m0Mx, KN- m MOMy, KN- M MOMz, KN- M
0.000D+00 -0.270D-01 -0.148D+01
STRESS, KN/ m**2
0.234D+04
svalf3.gpo
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 0.643D+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 0.939D+04 0.171D+06
2.00 0.354D-03 0.743D+02 -0.149D+02 0.295D+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 -0.304D+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 -0.149D+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 0.261D+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 0.235D+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
svalf3.gpo
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 0.339D-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 0.236D+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 -0.762D-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 -0.120D-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 0.377D-02 -0.878D-03 0.234D+04 0.171D+06
20.00 -0.877D-08 -0.805D-02 0.398D-02 -0.380D-03 0.234D+04 0.171D+06
20.25 -0.188D-09 -0.705D-02 0.408D-02 -0.812D-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 -0.892D-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 -0.808D-03 0.234D+04 0.171D+06
24.50 -0.207D-09 0.379D-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 * 7
PILE TOP DISPLACEMENTS AND REACTIONS
THE GLOBAL STRUCTURAL COORDINATE SYSTEM
svalf3.gpo
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
0.827D+03 -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
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 0.363D+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 0.723D+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
svalf3.gpo
6.50 0.720D-05 -0.2990+01 0.9080+00 -0.489D-01 0.1920+04 0.1710+06
6.75 -0.120D-05 -0.2770+01 0.9200+00 -0.814D-02 0.1900+04 0.1710+06
7.00 0.379D-05 -0.2540+01 0.9220+00 0.258D-01 0.1880+04 0.1710+06
7.25 0.786D-05 -0.2310+01 0.9150+00 0.534D-01 0.1860+04 0.1710+06
7.50 0.111D-04 -0.2090+01 0.9020+00 0.753D-01 0.1840+04 0.1710+06
7.75 0.135D-04 -0.1870+01 0.8830+00 0.921D-01 0.1820+04 0.1710+06
8.00 0.153D-04 -0.1650+01 0.8600+00 0.1040+00 0.1800+04 0.1710+06
8.25 0.165D-04 -0.1450+01 0.8340+00 0.1120+00 0.1780+04 0.1710+06
8.50 0.171D-04 -0.1240+01 0.8060+00 0.1170+00 0.1760+04 0.1710+06
8.75 0.173D-04 -0.1050+01 0.7770+00 0.1180+00 0.1750+04 0.1710+06
9.00 0.172D-04 -0.8640+00 0.7480+00 0.1170+00 0.1730+04 0.1710+06
9.25 0.166D-04 -0.6840+00 0.7180+00 0.1130+00 0.1710+04 0.1710+06
9.50 0.159D-04 -0.5110+00 0.6900+00 0.3150+00 0.1700+04 0.1710+06
9.75 0.150D-04 -0.3580+00 0.6110+00 0.3560+00 0.1680+04 0.1710+06
10.00 0.139D-04 -0.2260+00 0.5220+00 0.3300+00 0.1670+04 0.1710+06
10.25 0.127D-04 -0.1160+00 0.4400+00 0.3030+00 0.1660+04 0.1710+06
10.50 0.115D-04 -0.2430-01 0.3640+00 0.2750+00 0.1650+04 0.1710+06
10.75 0.103D-04 0.5010-01 0.2950+00 0.2460+00 0.1660+04 0.1710+06
11.00 0.915D-05 0.1090+00 0.2340+00 0.2180+00 0.1660+04 0.1710+06
11.25 0.8000-05 0.1550+00 0.1790+00 0.1900+00 0.1670+04 0.1710+06
11.50 0.691D-05 0.1880+00 0.1320+00 0.1640+00 0.1670+04 0.1710+06
11.75 0.589D-05 0.2110+00 0.908D-01 0.1400+00 0.1670+04 0.1710+06
12.00 0.495D-05 0.2260+00 0.557D-01 0.1180+00 0.1670+04 0.1710+06
12.25 0.409D-05 0.2330+00 0.263D-01 0.973D-01 0.1670+04 0.1710+06
12.50 0.3310-05 0.2340+00 0.196D-02 0.7880-01 0.1670+04 0.1710+06
12.75 0.262D-05 0.2300+00 -0.177D-01 0.624D-01 0.1670+04 0.1710+06
13.00 0.201D-05 0.2220+00 -0.333D-01 0.479D-01 0.1670+04 0.1710+06
13.25 0.149D-05 0.2110+00 -0.453D-01 0.354D-01 0.1670+04 0.1710+06
13.50 0.104D-05 0.1970+00 -0.541D-01 0.247D-01 0.1670+04 0.1710+06
13.75 0.659D-06 0.1820+00 -0.603D-01 0.157D-01 0.1670+04 0.1710+06
14.00 0.348D-06 0.1670+00 -0.642D-01 0.828D-02 0.1670+04 0.1710+06
14.25 0.978D-07 0.1500+00 -0.6630-01 0.349D-02 0.1670+04 0.1710+06
14.50 -0.979D-07 0.1330+00 -0.672D-01 -0.349D-02 0.1660+04 0.1710+06
14.75 -0.245D-06 0.1170+00 -0.6630-01 -0.874D-02 0.1660+04 0.1710+06
15.00 -0.349D-06 0.1010+00 -0.641D-01 -0.125D-01 0.1660+04 0.1710+06
15.25 -0.417D-06 0.858D-01 -0.610D-01 -0.149D-01 0.1660+04 0.1710+06
15.50 -0.453D-06 0.7150-01 -0.573D-01 -0.162D-01 0.1660+04 0.1710+06
15.75 -0.463D-06 0.582D-01 -0.532D-01 -0.165D-01 0.1660+04 0.1710+06
16.00 -0.452D-06 0.460D-01 -0.491D-01 -0.161D-01 0.1660+04 0.1710+06
16.25 -0.424D-06 0.347D-01 -0.451D-01 -0.151D-01 0.1650+04 0.1710+06
16.50 -0.384D-06 0.244D-01 -0.413D-01 -0.1370-01 0.1650+04 0.1710+06
16.75 -0.334D-06 0.149D-01 -0.3790-01 -0.1190-01 0.1650+04 0.1710+06
17.00 -0.279D-06 0.622D-02 -0.349D-01 -0.997D-02 0.1650+04 0.1710+06
17.25 -0.222D-06 -0.188D-02 -0.324D-01 -0.7930-02 0.1650+04 0.1710+06
17.50 -0.166D-06 -0.9490-02 -0.304D-01 -0.591D-02 0.1650+04 0.1710+06
17.75 -0.113D-06 -0.167D-01 -0.289D-01 -0.4020-02 0.1650+04 0.1710+06
18.00 -0.658D-07 -0.237D-01 -0.279D-01 -0.1470+00 0.1650+04 0.1710+06
18.25 -0.275D-07 -0.215D-01 0.880D-02 -0.983D-03 0.1650+04 0.1710+06
18.50 0.2880-08 -0.192D-01 0.905D-02 0.103D-03 0.1650+04 0.1710+06
18.75 0.263D-07 -0.169D-01 0.902D-02 0.9390-03 0.1650+04 0.1710+06
19.00 0.435D-07 -0.147D-01 0.879D-02 0.155D-02 0.1650+04 0.1710+06
19.25 0.554D-07 -0.126D-01 0.840D-02 0.198D-02 0.1650+04 0.1710+06
19.50 0.626D-07 -0.1060-01 0.790D-02 0.224D-02 0.1650+04 0.1710+06
19.75 0.660D-07 -0.875D-02 0.7350-02 0.236D-02 0.1650+04 0.1710+06
20.00 0.662D-07 -0.7040-02 0.6760-02 0.2360-02 0.1650+04 0.1710+06
20.25 0.638D-07 -0.547D-02 0.617D-02 0.228D-02 0.1650+04 0.1710+06
20.50 0.595D-07 -0.404D-02 0.560D-02 0.2120-02 0.1650+04 0.1710+06
20.75 0.536D-07 -0.275D-02 0.507D-02 0.191D-02 0.1650+04 0.1710+06
21.00 0.468D-07 -0.157D-02 0.459D-02 0.167D-02 0.1650+04 0.1710+06
21.25 0.394D-07 -0.496D-03 0.417D-02 0.140D-02 0.1650+04 0.1710+06
21.50 0.318D-07 0.488D-03 0.382D-02 0.113D-02 0.1650+04 0.1710+06
21.75 0.243D-07 0.140D-02 0.353D-02 0.869D-03 0.1650+04 0.1710+06
22.00 0.1740-07 0.226D-02 0.332D-02 0.622D-03 0.1650+04 0.1710+06
X DEFLECTION
M M
***** **********
MOMENT
KN- M
**********
SHEAR SOIL
REACTION
KN KN/ M
********** **********
TOTAL FLEXURAL
STRESS RIGIDITY
KN/ M**2 KN- M**2
********** **********
svalf3.gpo
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 * 8
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 ROT.Hy,RAD
0.132D-07 -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 MOMy, KN- M
0.823D+03 -0.523D+04
MOMz, KN- M
-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
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
svalf3.gpo
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 0.939D+04 0.171D+06
2.00 0.354D-03 0.743D+02 -0.149D+02 0.295D+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 -0.304D+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 0.261D+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 0.235D+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 0.339D-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 0.236D+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 -0.762D-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
svalf3.gpo
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 -0.120D-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 -0.380D-03 0.234D+04 0.171D+06
20.25 -0.188D-09 -0.705D-02 0.408D-02 -0.812D-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 0.000D+00 0.000D+00 -0.117D-03 0.234D+04 0.171D+06 NUMBER OF ITERATIONS IN LLP = 2
* PILE GROUP * 9
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
0.621D+03 -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
svalf3.gpo
ROT. V,RAD
0.132D-07
MOMX, KN- M
0.000D+00
ROT.Hy,RAD
-0.256D-07
ROT.HZ,RAD
-0.155D-03
momy, KN- M MOMZ, KN- m
-0.192D-01 -0.105D+01
STRESS, KN/ m**2
0.165D+04
LATERALLY LOADED PILE
X DEFLECTION MOMENT
M M 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 0.363D+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 0.723D+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
svalf3.gpo
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
14.00 0.348D-06 0.167D+00 -0.642D-01 0.828D-02 0.167D+04 0.171D+06
14.25 0.978D-07 0.150D+00 -0.663D-01 0.349D-02 0.167D+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
sva1f3.gpo
* PILE GROUP * 10
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
0.588D+03 -0.373D+04 -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 ROT.Hy,RAD
0.132D-07 -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 momy, KN- M
0.000D+00 -0.270D-01
MOMZ, KN- M
-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 0.7430+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 -0.304D+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
svalf3.gpo
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
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 0.339D-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 0.236D+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 -0.120D-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