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7 PP piling; HD tinh toan coc theo pilling

MOM1

Page 1


MOM1
SNOWY MOUNTAINS ENGINEERING CORPORATION

1

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY
CAU

COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------PILE PROPERTIES
***************
No.
IRR

J

A

BR

1 .125E-02 .125E-02 .212E-02

.123

.350

RAKES
*****
RAKE NO.
1

ISS

BS

E

PR

.350 .250E+08

.200

HORIZ.
VERT.
*** VERTICAL ***

SOIL PROPERTIES


***************
Property No.

1

Soil Surface Z-Coord

Z-coord

Elastic
Modulus
.520E+04
.520E+04
.232E+04
.232E+04
.468E+04
.468E+04
.618E+04
.618E+04

.000
1.700
1.710
14.600
14.610
25.800
25.810
37.810
PILE DETAILS
************
NO.
X
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

1

-1.500
-1.500
-1.500
-1.500
-1.500
.450
.450
.450
.450
.450
1.500
1.500
1.500
1.500
1.500

Y

Z

LENGTH

.000

Soil
Type
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY

Cu (clay)
Phi (sand)
44.000
44.000
19.650
19.650
39.600
39.600
52.500
52.500

Soil
Density
17.750
17.750
16.770
16.770
17.600
17.600
17.600
17.600

ALPHA

GAMMA RAKE SECT SOIL TOP BOT

-4.100
.000 32.300
.0
.0
1
1
1 FIX REL
-2.050
.000 32.300
.0
.0
1
1
1 FIX REL
.000
.000 32.300
.0
.0
1
1
1 FIX REL
2.050
.000 32.300
.0
.0
1
1
1 FIX REL
4.100
.000 32.300
.0
.0
1
1
1 FIX REL
-4.100
.000 32.300
.0
.0
1
1
1 FIX REL
-2.050
.000 32.300
.0
.0
1
1
1 FIX REL
.000
.000 32.300
.0
.0
1
1
1 FIX REL
2.050
.000 32.300
.0
.0
1
1
1 FIX REL
4.100
.000 32.300
.0
.0
1
1
1 FIX REL
-4.100
.000 32.300
.0
.0
1
1
1 FIX REL
-2.050
.000 32.300
.0
.0
1
1
1 FIX REL
.000
.000 32.300
.0
.0
1
1
1 FIX REL
2.050
.000 32.300
.0
.0
1
1
1 FIX REL
4.100
.000 32.300
.0
.0
1
1
1 FIX REL
SNOWY MOUNTAINS ENGINEERING CORPORATION
Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Page 2


MOM1
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY CP
CAU A
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------Load Case
1
To hop tai trong cuong do IA Max
LOAD
1

X-ORD
.000

Y-ORD
.000

Z-ORD
.000

FX
701.4

FY
.0

FZ
4799.8

MX
MY
978.9 -1598.0

GLOBAL DISPLACEMENTS AT ORIGIN
X-DEF
.5376E-02

Y-DEF
.8082E-04

Z-DEF
.3277E-02

X-ROT
Y-ROT
Z-ROT
.8040E-04 -.6545E-03 -.7977E-13

S-SHEAR
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

AXIAL
186.339
201.967
217.594
233.222
248.850
307.348
322.976
338.603
354.231
369.859
372.507
388.135
403.762
419.390
435.017

R-MOMENT
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187

S-MOMENT
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341
37.341

TORSION
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

Z-ORD
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

X-DEF
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02
.5376E-02

Y-DEF
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04

Z-DEF
.1965E-02
.2130E-02
.2295E-02
.2460E-02
.2625E-02
.3242E-02
.3406E-02
.3571E-02
.3736E-02
.3901E-02
.3929E-02
.4094E-02
.4258E-02
.4423E-02
.4588E-02

Y-DEF
.8082E-04

Z-DEF
.3277E-02

PILE FORCES
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

R-SHEAR
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760

PILE HEAD DEFLECTIONS
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

X-ORD
-1.500
-1.500
-1.500
-1.500
-1.500
.450
.450
.450
.450
.450
1.500
1.500
1.500
1.500
1.500

Y-ORD
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100

COORDINATES AND DEFLECTIONS OF LOAD POINTS
POINT
1

X-ORD
.000

Y-ORD
.000

Z-ORD
X-DEF
.000 .5376E-02
Page 3

MZ
.0


MOM1
SNOWY MOUNTAINS ENGINEERING CORPORATION

1

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------All Piles
Load Case
1
To hop tai trong cuong do IA Max
***************************************************************************
MAXIMUM SOIL PRESSURES ....... s-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis
Distance
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Pressure

Ultimate

1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03

396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00

Cu(clay)
Kp(sand)
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000

Type
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75

MAXIMUM SOIL PRESSURES ....... r-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis Pressure Ultimate Cu(clay) Type
Distance
Kp(sand)
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
.00
68.97
396.00
44.000 CLAY
SNOWY MOUNTAINS ENGINEERING CORPORATION

17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------Page 4


MOM1
C.TY
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------Load Case
2
To hop tai trong cuong do IA Min
LOAD
2

X-ORD
.000

Y-ORD
.000

Z-ORD
.000

FX
701.4

FY
.0

FZ
3860.4

MX
MY
978.9 -1514.0

MZ
.0

GLOBAL DISPLACEMENTS AT ORIGIN
X-DEF
.5400E-02

Y-DEF
.8082E-04

Z-DEF
.2613E-02

X-ROT
Y-ROT
Z-ROT
.8040E-04 -.6780E-03 -.7977E-13

S-SHEAR
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

AXIAL
120.031
135.659
151.287
166.914
182.542
245.391
261.018
276.646
292.274
307.901
312.892
328.520
344.147
359.775
375.403

R-MOMENT
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187
1.187

S-MOMENT
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994
36.994

TORSION
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

Z-ORD
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

X-DEF
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02
.5400E-02

Y-DEF
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04
.8082E-04

Z-DEF
.1266E-02
.1431E-02
.1596E-02
.1760E-02
.1925E-02
.2588E-02
.2753E-02
.2918E-02
.3083E-02
.3247E-02
.3300E-02
.3465E-02
.3630E-02
.3795E-02
.3959E-02

Y-ORD
Z-ORD
X-DEF
Y-DEF
.000
.000 .5400E-02 .8082E-04
SNOWY MOUNTAINS ENGINEERING CORPORATION

Z-DEF
.2613E-02

PILE FORCES
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

R-SHEAR
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760
46.760

PILE HEAD DEFLECTIONS
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

X-ORD
-1.500
-1.500
-1.500
-1.500
-1.500
.450
.450
.450
.450
.450
1.500
1.500
1.500
1.500
1.500

Y-ORD
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100

COORDINATES AND DEFLECTIONS OF LOAD POINTS
POINT
2
1

X-ORD
.000

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
Page 5


MOM1
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------All Piles
Load Case
2
To hop tai trong cuong do IA Min
***************************************************************************
MAXIMUM SOIL PRESSURES ....... s-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis
Distance
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Pressure

Ultimate

1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03

396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00

Cu(clay)
Kp(sand)
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000

Type
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75

MAXIMUM SOIL PRESSURES ....... r-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis Pressure Ultimate Cu(clay) Type
Distance
Kp(sand)
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
.00
69.27
396.00
44.000 CLAY
SNOWY MOUNTAINS ENGINEERING CORPORATION

17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY CP
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------Page 6


MOM1
Load Case
3
To hop tai trong dong dat max
LOAD
3

X-ORD
.000

Y-ORD
.000

Z-ORD
.000

FX
1004.0

FY
88.8

FZ
3974.0

MX
MY
238.2 -2032.0

MZ
.0

GLOBAL DISPLACEMENTS AT ORIGIN
X-DEF
.7770E-02

Y-DEF
.6258E-03

Z-DEF
.2643E-02

X-ROT
Y-ROT
Z-ROT
.2690E-04 -.1011E-02 -.9006E-05

S-SHEAR
6.067
6.067
6.067
6.067
6.067
5.893
5.893
5.893
5.893
5.893
5.800
5.800
5.800
5.800
5.800

AXIAL
96.328
101.556
106.784
112.012
117.240
283.232
288.460
293.688
298.916
304.144
383.872
389.100
394.328
399.556
404.784

R-MOMENT
-5.702
-5.702
-5.702
-5.702
-5.702
-5.527
-5.527
-5.527
-5.527
-5.527
-5.432
-5.432
-5.432
-5.432
-5.432

S-MOMENT
51.990
52.174
52.358
52.542
52.726
51.990
52.174
52.358
52.542
52.726
51.990
52.174
52.358
52.542
52.726

TORSION
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

Z-ORD
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000

X-DEF
.7733E-02
.7752E-02
.7770E-02
.7789E-02
.7807E-02
.7733E-02
.7752E-02
.7770E-02
.7789E-02
.7807E-02
.7733E-02
.7752E-02
.7770E-02
.7789E-02
.7807E-02

Y-DEF
.6393E-03
.6393E-03
.6393E-03
.6393E-03
.6393E-03
.6217E-03
.6217E-03
.6217E-03
.6217E-03
.6217E-03
.6123E-03
.6123E-03
.6123E-03
.6123E-03
.6123E-03

Z-DEF
.1016E-02
.1071E-02
.1126E-02
.1181E-02
.1237E-02
.2987E-02
.3042E-02
.3098E-02
.3153E-02
.3208E-02
.4049E-02
.4104E-02
.4159E-02
.4214E-02
.4269E-02

Y-ORD
Z-ORD
X-DEF
Y-DEF
.000
.000 .7770E-02 .6258E-03
SNOWY MOUNTAINS ENGINEERING CORPORATION

Z-DEF
.2643E-02

PILE FORCES
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

R-SHEAR
66.567
66.750
66.933
67.116
67.299
66.567
66.750
66.933
67.116
67.299
66.567
66.750
66.933
67.116
67.299

PILE HEAD DEFLECTIONS
PILE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

X-ORD
-1.500
-1.500
-1.500
-1.500
-1.500
.450
.450
.450
.450
.450
1.500
1.500
1.500
1.500
1.500

Y-ORD
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100
-4.100
-2.050
.000
2.050
4.100

COORDINATES AND DEFLECTIONS OF LOAD POINTS
POINT
3
1

X-ORD
.000

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY
Page 7


MOM1
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
------------------------------------------------------------------------All Piles
Load Case
3
To hop tai trong dong dat max
***************************************************************************
MAXIMUM SOIL PRESSURES ....... s-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis
Distance
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Pressure

Ultimate

8.21
8.21
8.21
8.21
8.21
7.98
7.98
7.98
7.98
7.98
7.86
7.86
7.86
7.86
7.86

396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00
396.00

Cu(clay)
Kp(sand)
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000
44.000

Type
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

Soil
No.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

Density

17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75
17.75

MAXIMUM SOIL PRESSURES ....... r-t plane
Pile
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1

Surface
Depth
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00

Axis Pressure Ultimate Cu(clay) Type
Distance
Kp(sand)
.00
99.20
396.00
44.000 CLAY
.00
99.44
396.00
44.000 CLAY
.00
99.68
396.00
44.000 CLAY
.00
99.91
396.00
44.000 CLAY
.00
100.15
396.00
44.000 CLAY
.00
99.20
396.00
44.000 CLAY
.00
99.44
396.00
44.000 CLAY
.00
99.68
396.00
44.000 CLAY
.00
99.91
396.00
44.000 CLAY
.00
100.15
396.00
44.000 CLAY
.00
99.20
396.00
44.000 CLAY
.00
99.44
396.00
44.000 CLAY
.00
99.68
396.00
44.000 CLAY
.00
99.91
396.00
44.000 CLAY
.00
100.15
396.00
44.000 CLAY
SNOWY MOUNTAINS ENGINEERING CORPORATION

17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.
17.

Program PILING
Special Version
****************************************************************************
Analysis of Structural Piling Systems
Bridge Management System - Design Manual
****************************************************************************
Mom1.plg
10:15 am
8 Dec **
------------------------------------------------------------------------C.TY
CAU
COC BTCT DUC SAN D=0.35M - DON VI: KN.M
-------------------------------------------------------------------------

Page 8



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