TÍNH TOÁN TƯỜNG VÂY

Sheeting structure verification
Input data
Project
Task : TÍNH TOÁN TƯỜNG VÂY
Date : 19/10/2015
Modulus of subsoil reaction determined according to the Schmitt theory.
Basic soil parameters
No.

Name

1

Lop 1 - Dat lap

2

Pattern

jef

cef

g

gsu

[°]

[kPa]

[kN/m3]

[kN/m3]

d
[°]

0.00

0.00

18.60

14.00

0.00

Lop 2 - Set pha - Deo mem

12.00

21.80

18.30

16.90

9.60


3

Lop 3 - Set pha - Deo chay

4.00

13.30

17.60

16.80

3.20

4

Lop 4 - Set pha - Deo cung

14.00

23.70

19.00

17.30

11.20

5


Lop 6 - Cat - Hat min - Chat vua

33.00

0.00

19.00

16.60

26.40

6

Lop 7 - Cat - Hat trung - Chat

40.00

0.00

19.00

16.50

32.00

Soil parameters to compute pressure at rest
No.


Name

1

Lop 1 - Dat lap

2

Lop 2 - Set pha - Deo mem

3

Pattern

Type

jef

calculation

[°]

cohesionless

n
[–]

OCR

Kr


[–]

[–]

0.00

-

-

-

cohesive

-

0.45

-

-

Lop 3 - Set pha - Deo chay

cohesive

-

0.45


-

-

4

Lop 4 - Set pha - Deo cung

cohesive

-

0.45

-

-

5

Lop 6 - Cat - Hat min - Chat vua

cohesionless

33.00

-

-


-

6

Lop 7 - Cat - Hat trung - Chat

cohesionless

40.00

-

-

-

Parameters of soils to compute modulus of subsoil reaction (Schmitt)
No.
1

Name
Lop 1 - Dat lap

Pattern

n
[–]
0.45


Eoed

Edef

[MPa]

[MPa]
-

1.00

1
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

No.

Name

Pattern

n
[–]

Eoed

Edef


[MPa]

[MPa]

2

Lop 2 - Set pha - Deo mem

0.45

-

3.50

3

Lop 3 - Set pha - Deo chay

0.45

-

2.50

4

Lop 4 - Set pha - Deo cung

0.45


-

6.00

5

Lop 6 - Cat - Hat min - Chat vua

0.45

-

22.00

6

Lop 7 - Cat - Hat trung - Chat

0.45

-

29.00

Soil parameters
Lop 1 - Dat lap
Unit weight :
Stress-state :
Angle of internal friction :
Cohesion of soil :

Angle of friction struc.-soil :
Soil :
Deformation modulus :
Poisson's ratio :
Saturated unit weight :

= 18.60 kN/m3
g
effective
0.00 °
jef =
cef =
0.00 kPa
=
0.00 °
d
cohesionless
Edef =
1.00 MPa
=
0.45
n
gsat = 24.00 kN/m3

Lop 2 - Set pha - Deo mem
Unit weight :
Stress-state :
Angle of internal friction :
Cohesion of soil :
Angle of friction struc.-soil :

Soil :
Poisson's ratio :
Deformation modulus :
Poisson's ratio :
Saturated unit weight :

= 18.30 kN/m3
g
effective
jef = 12.00 °
cef = 21.80 kPa
=
9.60 °
d
cohesive
=
0.45
n
Edef =
3.50 MPa
=
0.45
n
=
26.90
kN/m3
gsat

Lop 3 - Set pha - Deo chay
Unit weight :

Stress-state :
Angle of internal friction :
Cohesion of soil :
Angle of friction struc.-soil :
Soil :
Poisson's ratio :
Deformation modulus :
Poisson's ratio :
Saturated unit weight :

= 17.60 kN/m3
g
effective
4.00 °
jef =
cef = 13.30 kPa
=
3.20 °
d
cohesive
=
0.45
n
Edef =
2.50 MPa
=
0.45
n
gsat = 26.80 kN/m3


Lop 4 - Set pha - Deo cung
2
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Unit weight :
Stress-state :
Angle of internal friction :
Cohesion of soil :
Angle of friction struc.-soil :
Soil :
Poisson's ratio :
Deformation modulus :
Poisson's ratio :
Saturated unit weight :

= 19.00 kN/m3
g
effective
jef = 14.00 °
cef = 23.70 kPa
= 11.20 °
d
cohesive
=
0.45
n
Edef =

6.00 MPa
=
0.45
n
=
27.30
kN/m3
gsat

Lop 6 - Cat - Hat min - Chat vua
Unit weight :
= 19.00 kN/m3
g
Stress-state :
effective
Angle of internal friction :
jef = 33.00 °
Cohesion of soil :
cef =
0.00 kPa
Angle of friction struc.-soil :
= 26.40 °
d
Soil :
cohesionless
Deformation modulus :
Edef = 22.00 MPa
Poisson's ratio :
=
0.45

n
Saturated unit weight :
gsat = 26.60 kN/m3
Lop 7 - Cat - Hat trung - Chat
Unit weight :
Stress-state :
Angle of internal friction :
Cohesion of soil :
Angle of friction struc.-soil :
Soil :
Deformation modulus :
Poisson's ratio :
Saturated unit weight :

= 19.00 kN/m3
g
effective
jef = 40.00 °
cef =
0.00 kPa
=
32.00
°
d
cohesionless
Edef = 29.00 MPa
=
0.45
n
=

26.50
kN/m3
gsat

Geological profile and assigned soils
No.

Layer
[m]

Assigned soil

1

2.20 Lop 1 - Dat lap

2

2.50 Lop 2 - Set pha - Deo mem

3

5.10 Lop 3 - Set pha - Deo chay

4

14.20 Lop 4 - Set pha - Deo cung

5


7.20 Lop 6 - Cat - Hat min - Chat vua

6

8.30 Lop 7 - Cat - Hat trung - Chat

Pattern

3
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

No.

Layer
[m]

7

-

Assigned soil

Pattern

Lop 7 - Cat - Hat trung - Chat

Excavation

Soil in front of wall is excavated to a depth of 4.00 m.
Terrain profile
Terrain behind the structure is flat.
Water influence
GWT behind the structure lies at a depth of 5.00 m
Input surface surcharges
Surcharge
new
change
YES

No.
1
No.
1

Action
permanent

Mag.1
[kN/m2]
18.00

Mag.2
[kN/m2]

Ord.x
x [m]
1.50


Length
l [m]
7.50

Depth
z [m]
on terrain

Name
Tai xe co

Global settings
Number of FEs to discretize wall = 40
Minimum dimensioning pressure is considered as sa,min = 0.20sz
Settings of the stage of construction
Design situation : permanent

Analysis results (Stage of construction 1)
Distribution of pressures acting on the structure (in front and behind the wall)
Depth
[m]

Ta,p
[kPa]
0.00
0.00
0.03
0.03
1.18
2.20

2.20
2.36
2.83
3.55
4.00
4.00
4.70
4.70
4.73
5.00

Tk,p
[kPa]
-0.00
0.00
0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00
-0.00
-0.00
0.00
0.00
-0.00


-0.00
0.00
0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00
-0.00
-10.48
-10.48
-10.87
-14.80

Tp,p
[kPa]
-0.00
0.00
0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00

-58.19
-81.33
-46.27
-46.88
-52.98

Ta,z
[kPa]
0.00
0.00
0.49
17.44
38.30
56.68
8.18
8.78
10.50
17.20
21.47
21.48
28.78
61.15
61.53
65.40

Tk,z
[kPa]
0.00
0.00
0.71

17.44
38.30
56.68
42.55
44.89
51.40
61.25
67.48
67.48
77.10
77.10
77.46
81.07

Tp,z
[kPa]
0.00
0.00
0.71
17.44
38.30
56.68
132.11
137.52
153.06
176.59
191.61
191.62
214.75
140.21

140.82
146.92
4

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Depth
[m]
5.00
5.58
5.91
7.09
8.27
9.09
9.09
9.45
9.80
9.80
10.64
11.82
13.00
14.18
15.36
16.55
17.73
18.91
20.09

21.27
22.45
23.64
24.00
24.00
24.82
26.00

Ta,p
[kPa]
0.00
-0.00
-4.82
-22.13
-39.44
-51.35
-51.35
-56.75
-61.81
-23.44
-31.97
-44.03
-56.09
-68.15
-80.21
-92.27
-104.33
-116.39
-128.45
-140.50

-152.56
-164.62
-168.33
-88.18
-91.86
-97.18

Tk,p
[kPa]
-14.80
-23.15
-27.89
-44.91
-61.93
-73.64
-73.64
-78.95
-83.92
-83.92
-96.92
-115.29
-133.67
-152.04
-170.41
-188.78
-207.15
-225.53
-243.90
-262.27
-280.64

-299.01
-304.67
-169.56
-176.64
-186.87

Tp,p
[kPa]
-52.98
-65.96
-73.33
-99.79
-126.24
-144.44
-144.44
-152.70
-160.43
-271.73
-303.53
-348.48
-393.42
-438.37
-483.31
-528.26
-573.21
-618.15
-663.10
-708.04
-752.99
-797.93

-811.76
-2678.69
-2790.52
-2952.05

Ta,z
[kPa]
65.43
79.04
86.77
114.52
142.27
161.36
150.95
159.79
168.07
109.04
125.18
147.98
170.77
193.57
216.37
239.17
261.97
284.76
307.56
330.36
353.16
375.96
382.97

289.04
300.44
316.90

Tk,z
[kPa]
81.07
94.23
101.70
128.74
156.00
174.87
174.87
183.43
191.48
191.48
211.36
239.53
267.78
296.10
324.47
352.87
381.31
409.76
438.23
466.71
495.21
523.71
532.48
380.61

394.96
415.70

Tp,z
[kPa]
146.92
165.11
175.44
212.51
249.58
275.09
275.09
286.65
297.49
459.88
497.20
549.95
602.69
655.43
708.17
760.91
813.66
866.40
919.14
971.88
1024.63
1077.37
1093.60
3198.74
3304.62

3457.56

Distributions of the modulus of subsoil reaction and internal forces on the structure
Depth
[m]
0.00
0.65
1.30
1.95
2.60
3.25
3.90
3.99
4.01
4.55
5.20
5.85
6.50
7.15
7.80

kh,p
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

kh,z
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Displacement
[mm]
-63.59

-59.91
-56.23
-52.56
-48.90
-45.27
-41.70
-41.19
-41.11
-38.19
-34.77
-31.46
-28.26
-25.21
-22.31

Pressure
[kPa]
0.00
28.70
40.43
52.17
9.65
14.42
20.53
21.40
-36.89
-49.15
12.66
13.37
14.08

14.80
15.51

Shear Force
[kN/m]
0.00
-9.33
-31.79
-61.89
-81.98
-89.80
-101.16
-103.09
-102.97
-79.65
-67.79
-76.25
-85.17
-94.56
-104.41

Moment
[kNm/m]
0.00
2.02
14.97
45.01
93.26
148.92
210.77

220.16
221.81
271.60
317.34
364.13
416.57
474.96
539.59
5

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Depth
[m]
8.45
9.10
9.75
10.40
11.05
11.70
12.35
13.00
13.65
14.30
14.95
15.60
16.25

16.90
17.55
18.20
18.85
19.50
20.15
20.80
21.45
22.10
22.75
23.40
24.05
24.70
25.35
26.00

kh,p
[MN/m3]
0.00
3.88
3.88
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47

12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
70.53
70.53
70.53
70.53

kh,z
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.47
12.47
12.47
12.47

12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
0.00
0.00
0.00
0.00

Displacement
[mm]
-19.59
-17.07
-14.78
-12.74
-10.98
-9.51
-8.33
-7.42
-6.76
-6.32

-6.06
-5.94
-5.93
-5.98
-6.08
-6.17
-6.24
-6.26
-6.20
-6.05
-5.80
-5.44
-4.97
-4.42
-3.80
-3.16
-2.50
-1.85

Pressure
[kPa]
16.22
11.18
26.31
-131.54
-107.16
-86.39
-69.22
-51.00
-29.07

-12.53
-0.50
7.95
13.76
17.84
21.06
24.22
28.04
33.17
40.16
49.45
61.31
75.86
93.01
112.40
-148.56
-99.50
-49.82
-0.12

Shear Force
[kN/m]
-114.72
-122.06
-134.30
-97.37
-19.98
42.72
93.11
133.76

159.46
172.71
176.73
174.14
166.97
156.62
143.96
129.26
112.33
92.52
68.80
39.81
3.96
-40.48
-95.23
-161.88
-145.45
-64.77
-16.22
-0.00

Moment
[kNm/m]
610.79
684.34
767.01
844.69
881.93
873.76
828.97

749.39
653.22
544.59
430.50
316.07
204.91
99.50
1.60
-87.40
-166.15
-233.00
-285.77
-321.50
-336.23
-324.97
-281.57
-198.79
-94.51
-27.97
-3.46
0.00

Maximum shear force = 176.73 kN/m
Maximum moment
= 881.93 kNm/m
Maximum displacement =
63.6 mm

Input data (Stage of construction 2)
Geological profile and assigned soils

No.

Layer
[m]

Assigned soil

1

2.20 Lop 1 - Dat lap

2

2.50 Lop 2 - Set pha - Deo mem

3

5.10 Lop 3 - Set pha - Deo chay

4

14.20 Lop 4 - Set pha - Deo cung

Pattern

6
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY


Layer
[m]

No.

Assigned soil

Pattern

5

7.20 Lop 6 - Cat - Hat min - Chat vua

6

8.30 Lop 7 - Cat - Hat trung - Chat

7

-

Lop 7 - Cat - Hat trung - Chat

Excavation
Soil in front of wall is excavated to a depth of 7.40 m.
Terrain profile
Terrain behind the structure is flat.
Water influence
GWT behind the structure lies at a depth of 5.00 m

Input surface surcharges
Surcharge
new
change
NO
NO

No.
1
No.
1

Mag.1
[kN/m2]
18.00

Action
permanent

Mag.2
[kN/m2]

Ord.x
x [m]
1.50

Length
l [m]
7.50


Depth
z [m]
on terrain

Name
Tai xe co

Inserted props
No.
1

New
prop
YES

Depth
z [m]
3.40

Length
l [m]
6.00

Spacing
b [m]
1.00

Modif.
stiffnesses
NO


Modulus
E [MPa]
325000.00

Area
A [mm2]
150000.000

Settings of the stage of construction
Design situation : permanent

Analysis results (Stage of construction 2)
Distribution of pressures acting on the structure (in front and behind the wall)
Depth
[m]

Ta,p
[kPa]
0.00
0.00
0.03
0.03
1.18
2.20
2.20
2.36
2.83
3.55
4.00


Tk,p
[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00

Tp,p
[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00

Ta,z

[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00

0.00
0.00
0.49
17.44
38.30
56.68
8.18
8.78
10.50
17.47
21.93

Tk,z
[kPa]
0.00
0.00
0.71

17.44
38.30
56.68
42.55
44.89
51.40
61.25
67.49

Tp,z
[kPa]
0.00
0.00
0.71
17.44
38.30
56.68
132.11
137.52
153.06
176.59
191.61
7

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Depth

[m]
4.00
4.70
4.70
4.73
5.00
5.00
5.58
5.91
7.09
7.40
7.40
8.27
9.01
9.09
9.14
9.14
9.45
9.80
9.80
10.64
10.68
11.82
13.00
14.18
15.36
16.55
17.73
18.91
20.09

21.27
22.45
23.64
24.00
24.00
24.82
26.00

Ta,p
[kPa]
-0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
0.00
0.00
-0.00
-0.00
0.00
-0.00
-1.15
-1.92
-1.92
-6.55
-11.61
-0.00
0.00

-0.00
-11.63
-23.69
-35.75
-47.81
-59.87
-71.93
-83.99
-96.05
-108.11
-120.16
-132.22
-135.93
-73.89
-77.57
-82.89

Tk,p
[kPa]

Tp,p
[kPa]

-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00

0.00
0.00
-0.00
-0.00
-12.57
-23.15
-24.28
-25.03
-25.03
-29.59
-34.56
-34.56
-47.56
-48.21
-65.93
-84.31
-102.68
-121.05
-139.42
-157.79
-176.16
-194.54
-212.91
-231.28
-249.65
-255.31
-142.09
-149.17
-159.39


-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00
-29.98
-49.51
-65.96
-67.71
-68.89
-68.89
-75.97
-83.70
-150.97
-182.78
-184.36
-227.72
-272.67
-317.61
-362.56
-407.50
-452.45
-497.39
-542.34
-587.28

-632.23
-677.18
-691.00
-2244.70
-2356.53
-2518.06

Ta,z
[kPa]
21.93
28.78
61.13
61.52
65.39
65.40
79.02
86.76
114.53
121.79
121.80
142.29
159.55
161.39
162.62
152.21
159.79
168.07
109.04
125.18
125.98

147.98
170.77
193.57
216.37
239.17
261.97
284.76
307.56
330.36
353.16
375.96
382.97
289.04
300.44
316.90

Tk,z
[kPa]
67.49
77.10
77.10
77.46
81.07
81.07
94.23
101.70
128.74
135.85
135.85
156.00

173.06
174.87
176.09
176.09
183.43
191.48
191.48
211.36
212.35
239.53
267.78
296.10
324.47
352.87
381.31
409.76
438.23
466.71
495.21
523.71
532.48
380.61
394.96
415.70

Tp,z
[kPa]
191.62
214.75
140.21

140.82
146.92
146.92
165.11
175.44
212.51
222.21
222.21
249.58
272.63
275.09
276.74
276.74
286.65
297.49
459.88
497.20
499.06
549.95
602.69
655.43
708.17
760.91
813.66
866.40
919.14
971.88
1024.63
1077.37
1093.60

3198.74
3304.62
3457.56

Distributions of the modulus of subsoil reaction and internal forces on the structure
Depth
[m]
0.00
0.65
1.30
1.95
2.60

kh,p
[MN/m3]
0.00
0.00
0.00
0.00
0.00

kh,z
[MN/m3]
0.00
0.00
0.00
0.00
6.08

Displacement

[mm]
-53.35
-51.63
-49.92
-48.21
-46.52

Pressure
[kPa]
0.10
28.70
40.43
52.17
24.09

Shear Force
[kN/m]
-0.00
-9.36
-31.83
-61.92
-85.04

Moment
[kNm/m]
-0.00
2.03
15.01
45.06
79.19

8

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Depth
[m]
3.25
3.40
3.40
3.90
4.55
5.20
5.85
6.50
7.15
7.39
7.41
7.80
8.45
9.10
9.75
10.40
11.05
11.70
12.35
13.00
13.65

14.30
14.95
15.60
16.25
16.90
17.55
18.20
18.85
19.50
20.15
20.80
21.45
22.10
22.75
23.40
24.05
24.70
25.35
26.00

kh,p
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
70.53
70.53

70.53
70.53

kh,z
[MN/m3]
6.08
4.68
4.68
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
12.47
0.00
0.00
0.00
0.00

Displacement
[mm]
-44.86
-44.49
-44.49
-43.25
-41.65
-40.02
-38.33
-36.54
-34.63
-33.89
-33.85
-32.61

-30.48
-28.27
-26.01
-23.75
-21.55
-19.46
-17.54
-15.80
-14.28
-12.98
-11.90
-11.01
-10.30
-9.74
-9.30
-8.95
-8.63
-8.33
-8.00
-7.62
-7.17
-6.62
-5.98
-5.25
-4.46
-3.65
-2.83
-2.01

Pressure

[kPa]
17.06
17.96
17.96
20.95
27.31
70.10
85.37
100.64
115.92
121.60
91.83
92.26
92.97
93.69
84.29
-53.17
-65.35
-77.53
-89.71
-101.89
-89.27
-70.61
-54.62
-41.14
-29.88
-20.48
-10.14
4.34
17.69

30.81
44.53
59.59
76.55
95.76
117.34
141.04
-167.65
-106.80
-45.49
15.75

Shear Force
[kN/m]
-98.42
-101.20
224.25
213.36
197.67
166.01
115.48
55.03
-15.35
-44.09
-45.80
-81.88
-142.08
-202.75
-260.59
-270.71

-232.19
-185.76
-131.40
-69.13
-3.99
47.82
88.38
119.37
142.34
158.62
169.36
171.16
163.96
148.21
123.77
90.02
45.89
-9.98
-79.11
-162.99
-148.40
-59.16
-9.66
-0.00

Moment
[kNm/m]
139.36
154.51
154.51

51.51
-82.30
-202.01
-294.03
-349.99
-363.42
-356.25
-355.53
-330.51
-257.75
-145.70
5.21
182.72
346.60
482.86
586.36
651.96
665.32
650.38
605.51
537.48
451.98
353.80
240.53
129.26
19.78
-82.24
-171.21
-241.33
-286.19

-298.64
-270.54
-192.79
-86.32
-21.07
-0.92
0.00

Maximum shear force = 270.71 kN/m
Maximum moment
= 665.32 kNm/m
Maximum displacement =
53.3 mm

9
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Reactions in props
Depth
[m]

No.
1

3.40

Reaction

[kN]
325.46

Input data (Stage of construction 3)
Geological profile and assigned soils
No.

Layer
[m]

Assigned soil

Pattern

1

2.20 Lop 1 - Dat lap

2

2.50 Lop 2 - Set pha - Deo mem

3

5.10 Lop 3 - Set pha - Deo chay

4

14.20 Lop 4 - Set pha - Deo cung


5

7.20 Lop 6 - Cat - Hat min - Chat vua

6

8.30 Lop 7 - Cat - Hat trung - Chat

7

-

Lop 7 - Cat - Hat trung - Chat

Excavation
Soil in front of wall is excavated to a depth of 11.80 m.
Terrain profile
Terrain behind the structure is flat.
Water influence
GWT behind the structure lies at a depth of 5.00 m
Input surface surcharges
No.
1
No.
1

Surcharge
new
change
NO

NO

Action
permanent

Mag.1
[kN/m2]
18.00

Mag.2
[kN/m2]

Ord.x
x [m]
1.50

Length
l [m]
7.50

Depth
z [m]
on terrain

Name
Tai xe co

Inserted props
No.
1

2

New
prop
NO
YES

Depth
z [m]
3.40
6.80

Length
l [m]
6.00
6.00

Spacing
b [m]
1.00
1.00

Modif.
stiffnesses
NO
NO

Modulus
E [MPa]
325000.00

325000.00

Area
A [mm2]
150000.000
150000.000

Settings of the stage of construction
Design situation : permanent
10
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Analysis results (Stage of construction 3)
Distribution of pressures acting on the structure (in front and behind the wall)
Depth
[m]
0.00
0.00
0.03
0.03
1.18
2.20
2.20
2.36
2.83
3.55
4.00

4.00
4.70
4.70
4.73
5.00
5.00
5.58
5.91
7.09
7.40
7.40
8.27
9.01
9.06
9.06
9.09
9.14
9.45
9.80
9.80
10.64
10.68
11.80
11.82
13.00
14.18
14.90
15.36
16.55
17.73


Ta,p
[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
0.00
0.00
-0.00
-0.00
0.00
-0.00
-0.00
0.00
-0.00

-0.00
0.00
-0.00
0.00
0.00
-0.00
-0.00
0.00
0.00
0.00
-0.00
-4.72
-16.78
-28.84

Tk,p
[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
-0.00
-0.00

0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
-0.00
0.00
-0.00
0.00
0.00
0.00
-0.00
-0.28
-18.65
-37.03
-48.21
-55.40
-73.77
-92.14

Tp,p

[kPa]
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
-0.00
-0.00
0.00
0.00
-0.00
0.00
-0.00
-0.00
0.00

-0.00
0.00
0.00
0.00
-0.00
-67.11
-112.06
-157.00
-184.36
-201.95
-246.89
-291.84

Ta,z
[kPa]
0.00
0.00
0.49
17.44
38.30
56.68
8.18
8.78
10.50
17.47
21.93
21.93
28.78
61.13
61.52

65.39
65.41
79.02
86.76
114.51
121.77
121.77
142.26
159.51
160.76
150.34
150.95
152.21
159.79
168.07
109.04
125.18
125.98
147.63
147.98
170.77
193.57
207.45
216.37
239.17
261.97

Tk,z
[kPa]
0.00

0.00
0.71
17.44
38.30
56.68
42.55
44.89
51.40
61.25
67.49
67.49
77.10
77.10
77.46
81.07
81.07
94.23
101.70
128.74
135.87
135.87
156.00
173.06
174.29
174.29
174.87
176.09
183.43
191.48
191.48

211.36
212.35
239.09
239.53
267.78
296.10
313.37
324.47
352.87
381.31

Tp,z
[kPa]
0.00
0.00
0.71
17.44
38.30
56.68
132.11
137.52
153.06
176.59
191.61
191.62
214.75
140.21
140.82
146.92
146.92

165.11
175.44
212.51
222.21
222.21
249.58
272.63
274.30
274.30
275.09
276.74
286.65
297.49
459.88
497.20
499.06
549.13
549.95
602.69
655.43
687.53
708.17
760.91
813.66
11

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY


Depth
[m]
18.91
20.09
21.27
22.45
23.64
24.00
24.00
24.82
26.00

Ta,p
[kPa]
-40.90
-52.95
-65.01
-77.07
-89.13
-92.84
-54.89
-58.57
-63.89

Tk,p
[kPa]
-110.51
-128.89
-147.26

-165.63
-184.00
-189.65
-105.55
-112.63
-122.86

Tp,p
[kPa]
-336.78
-381.73
-426.67
-471.62
-516.57
-530.39
-1667.48
-1779.31
-1940.84

Ta,z
[kPa]
284.76
307.56
330.36
353.16
375.96
382.97
289.04
300.44
316.90


Tk,z
[kPa]
409.76
438.23
466.71
495.21
523.71
532.48
380.61
394.96
415.70

Tp,z
[kPa]
866.40
919.14
971.88
1024.63
1077.37
1093.60
3198.74
3304.62
3457.56

Distributions of the modulus of subsoil reaction and internal forces on the structure
Depth
[m]
0.00
0.65

1.30
1.95
2.60
3.25
3.40
3.40
3.90
4.55
5.20
5.85
6.50
6.80
6.80
7.15
7.80
8.45
9.10
9.75
10.40
11.05
11.70
11.79
11.81
12.35
13.00
13.65
14.30
14.95
15.60
16.25


kh,p
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00

kh,z
[MN/m3]
0.00
0.00
0.00
0.00
6.08
6.08
6.08
6.08
6.08
6.08
3.88
3.88
3.88
2.09
2.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Displacement
[mm]
-55.80
-53.61
-51.41
-49.22
-47.05
-44.91
-44.42
-44.42
-42.82
-40.83
-39.02
-37.46
-36.24
-35.81
-35.81
-35.44
-35.04

-34.89
-34.88
-34.89
-34.84
-34.68
-34.36
-34.30
-34.28
-33.85
-33.14
-32.24
-31.16
-29.91
-28.52
-27.01

Pressure
[kPa]
0.10
28.70
40.43
52.17
20.88
16.79
18.35
18.35
23.55
32.27
73.99
88.73

101.79
108.30
108.30
115.90
131.16
146.42
151.29
166.87
120.62
133.16
145.70
147.47
81.06
70.90
58.72
46.54
34.36
22.17
9.99
-2.19

Shear Force
[kN/m]
-0.00
-9.36
-31.83
-61.92
-83.52
-95.77
-98.41

-306.91
-317.41
-335.59
-370.83
-423.77
-485.77
-517.48
745.31
705.85
625.56
535.34
438.59
335.19
241.75
159.27
68.65
55.16
53.33
12.15
-29.97
-64.18
-90.47
-108.84
-119.30
-121.83

Moment
[kNm/m]
-0.00
2.03

15.01
45.06
78.64
137.36
151.92
151.92
307.94
519.92
752.09
1009.66
1304.66
1455.80
1455.80
1202.88
769.64
391.81
75.11
-176.91
-362.79
-493.57
-568.08
-573.78
-574.64
-592.14
-585.92
-554.90
-504.21
-439.00
-364.43
-285.63

12

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Depth
[m]
16.90
17.55
18.20
18.85
19.50
20.15
20.80
21.45
22.10
22.75
23.40
24.05
24.70
25.35
26.00

kh,p
[MN/m3]
0.00
0.00
0.00

0.00
12.47
12.47
12.47
12.47
12.47
12.47
12.47
70.53
70.53
70.53
70.53

kh,z
[MN/m3]
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.47
12.47
0.00
0.00
0.00
70.53


Displacement
[mm]
-25.40
-23.73
-22.01
-20.26
-18.51
-16.75
-14.98
-13.20
-11.41
-9.60
-7.78
-5.97
-4.18
-2.41
-0.66

Pressure
[kPa]
-14.37
-26.55
-38.73
-50.91
-54.40
-29.98
-5.50
19.10
43.87

92.52
143.47
-237.28
-107.43
20.65
243.15

Shear Force
[kN/m]
-116.45
-103.16
-81.94
-52.81
-15.02
12.41
23.95
19.54
-0.91
-41.57
-118.26
-74.36
37.56
65.69
0.00

Moment
[kNm/m]
-207.76
-135.96
-75.37

-31.15
-21.50
-21.56
-34.28
-49.32
-56.29
-51.38
-1.33
66.35
73.67
35.55
0.00

Maximum shear force = 745.31 kN/m
Maximum moment
= 1455.80 kNm/m
Maximum displacement =
55.8 mm
Reactions in props
No.

Depth
[m]

1
2

3.40
6.80


Reaction
[kN]
-208.50
1262.79

Dimensioning No. 1

0.00
0.65
1.30
1.95
2.60
3.25
3.40
3.40
3.90
3.99
4.01
4.55
5.20
5.85
6.50
6.80
6.80

Disp. min
[mm]
-63.59
-59.91
-56.23

-52.56
-48.90
-45.27
-44.49
-44.49
-43.25
-43.02
-42.98
-41.65
-40.02
-38.33
-36.54
-35.81
-35.81

Disp. max
[mm]
-53.35
-51.63
-49.92
-48.21
-46.52
-44.86
-44.42
-44.42
-41.70
-41.19
-41.11
-38.19
-34.77

-31.46
-28.26
-26.85
-26.85

Shear force min.
[kN/m]
-0.00
-9.36
-31.83
-61.92
-85.04
-98.42
-101.20
-306.91
-317.41
-319.98
-320.43
-335.59
-370.83
-423.77
-485.77
-517.48
-89.51

Shear force max
[kN/m]
0.00
-9.33
-31.79

-61.89
-81.98
-89.80
-92.42
224.25
213.36
211.14
210.75
197.67
166.01
115.48
55.03
22.54
745.31

Moment min.
[kNm/m]
-0.00
2.02
14.97
45.01
78.64
137.36
151.92
151.92
51.51
32.57
29.27
-82.30
-202.01

-294.03
-349.99
-356.19
-356.19

Moment max.
[kNm/m]
0.00
2.03
15.01
45.06
93.26
148.92
163.19
163.19
307.94
337.94
343.16
519.92
752.09
1009.66
1304.66
1455.80
1455.80
13

[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY


7.15
7.39
7.41
7.80
8.45
9.10
9.75
10.40
11.05
11.70
11.79
11.79
11.81
11.81
12.35
13.00
13.65
14.30
14.95
15.60
16.25
16.90
17.55
18.20
18.85
19.50
20.15
20.80
21.45

22.10
22.75
23.40
24.05
24.70
25.35
26.00

Disp. min
[mm]
-35.44
-35.29
-35.28
-35.04
-34.89
-34.88
-34.89
-34.84
-34.68
-34.36
-34.30
-34.30
-34.28
-34.28
-33.85
-33.14
-32.24
-31.16
-29.91
-28.52

-27.01
-25.40
-23.73
-22.01
-20.26
-18.51
-16.75
-14.98
-13.20
-11.41
-9.60
-7.78
-5.97
-4.18
-2.83
-2.01

Disp. max
[mm]
-25.21
-24.13
-24.06
-22.31
-19.59
-17.07
-14.78
-12.74
-10.98
-9.51
-9.34

-9.34
-9.31
-9.31
-8.33
-7.42
-6.76
-6.32
-6.06
-5.94
-5.93
-5.98
-6.08
-6.17
-6.24
-6.26
-6.20
-6.05
-5.80
-5.44
-4.97
-4.42
-3.80
-3.16
-2.41
-0.66

Shear force min.
[kN/m]
-94.56
-98.23

-98.47
-104.41
-142.08
-202.75
-260.59
-270.71
-232.19
-185.76
-178.06
-178.06
-176.72
-176.72
-131.40
-69.13
-64.18
-90.47
-108.84
-119.30
-121.83
-116.45
-103.16
-81.94
-52.81
-15.02
12.41
23.95
3.96
-40.48
-95.23
-162.99

-148.40
-64.77
-16.22
-0.00

Shear force max
[kN/m]
705.85
675.95
673.98
625.56
535.34
438.59
335.19
241.75
159.27
68.65
55.16
55.16
53.33
53.33
93.11
133.76
159.46
172.71
176.73
174.14
166.97
158.62
169.36

171.16
163.96
148.21
123.77
90.02
45.89
-0.91
-41.57
-118.26
-74.36
37.56
65.69
0.00

Moment min.
[kNm/m]
-363.42
-356.25
-355.53
-330.51
-257.75
-145.70
-176.91
-362.79
-493.57
-568.08
-573.78
-573.78
-574.64
-574.64

-592.14
-585.92
-554.90
-504.21
-439.00
-364.43
-285.63
-207.76
-135.96
-87.40
-166.15
-233.00
-285.77
-321.50
-336.23
-324.97
-281.57
-198.79
-94.51
-27.97
-3.46
0.00

Moment max.
[kNm/m]
1202.88
1041.58
1030.92
769.64
610.79

684.34
767.01
844.69
881.93
873.76
867.42
867.42
866.32
866.32
828.97
749.39
665.32
650.38
605.51
537.48
451.98
353.80
240.53
129.26
19.78
-21.50
-21.56
-34.28
-49.32
-56.29
-51.38
-1.33
66.35
73.67
35.55

0.00

Maximum values of internal forces
Maximum displacement
Minimum displacement
Maximum bending moment
Minimum bending moment
Maximum shear force

=
-63.6 mm
=
-0.7 mm
= 1455.80 kNm/m
= -592.14 kNm/m
= 745.31 kN/m

Verification of RC cross section (RC rectangular wall h = 0.80 m)
Reduct. coefficient of bearing capacity = 1.00

14
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]


TÍNH TOÁN TƯỜNG VÂY

Max. displacement
=
-63.6 mm
Max. shear force per 1m of wall = 745.31 kN/m

Max. moment per 1m of wall
= 1455.80 kNm/m
The cross section cannot be checked.
Name : Dimensioning
Displacement
Min1 = -2.0; Min2 = -63.6mm
Max1 = -0.7; Max2 = -53.3mm
-63.6
-53.3

Stage - analysis : 1 - 1
Bending moment
Shear force
Min1 = 151.92; Min2 = -592.14kNm/m Min1 = 23.95; Min2 = -517.48kN/m
Max1 = 1455.80; Max2 = -56.29kNm/m Max1 = 745.31; Max2 = -118.26kN/m

151.92

1455.80
-517.48

-363.42
-34.9

-306.91
-92.42-101.20224.25

22.54
-89.51


745.31

610.79
-145.70

-34.9

881.93

-270.71
55.1655.16
53.33
53.33

-592.14

-64.18
176.73
-5.9

-121.83
158.62
-87.40

171.16

-6.3
23.95

-336.23

-56.29
-162.99
-118.26
73.67

65.69

-2.0
-0.7
-75.0

0

75.0
[mm]

-1500.00

0

1500.00-750.00
[kNm/m]

0

750.00
[kN/m]

15
[GeoStructural Analysis - Sheeting Check | version 5.19.2.0 | Copyright © 2014 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]