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]