凯特大厦基坑开挖数值模拟
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1.1 1.2
11615.138 2576.968
59143
D
120
70
8200
829.870
1
32761
122.3 7.2
1.3 1.3.1 17.75m
3 1.3.2 17m 4m
14.5m
5.5m
4
20
3
10m
8
12m
35m
25
12m
40
40m
5m
7m
5m
15m
4.35m
12.27m 1.1
4.3
m
0.000000E+00 0.000000E+00 6.797723E-04 3.455119E-03 3.487645E-03 5.749189E-03 5.374670E-03 7.397200E-03 6.919837E-03 8.385352E-03
4.3
0.000000E+00 0.000000E+00 6.797723E-04 3.449063E-03 3.482516E-03 5.725526E-03 5.352737E-03 7.378122E-03 6.901677E-03 8.368607E-03
1
200
300
600
300
2
800
400
----
1500
----
1.5
(kN/m2)
210000000
0.3
210000000
0.3
200000000
0.3
20000000
0.3
20000000
0.3
(kN/m3) 78.5 78.5
24 25 25
35
X
413m Y
205m Z
100m
3.1
3.1
GTS-NX 1m
3.2 3.8
3.2
(1)
3.3 3.5
3.7
3.4 3.6 3.8
3.9 3.13
GTS-NX
3.9
3.10
17.75m
3.12
3.11
12m
3.12
X
X
3.13
-
Y
Y
XYZ
50kN/m
20kN/m
35kN/m
3.14 3.16
3.14 3.15 3.16
3.1
0.2 3.17 3.18
----0.000000E+00 3.263835E-04 1.627323E-03 1.838647E-03 2.794412E-03 2.967612E-03 3.751397E-03 3.887947E-03 4.445618E-03
----0.000000E+00 3.263835E-04 1.609155E-03 1.822214E-03 2.732704E-03 2.910836E-03 3.707960E-03 3.852609E-03 4.412656E-03
1mm
1/3
4.3-1 4.3-2
4.3-3 4.3-4
4.3-5 4.3-6
4.3-7 4.3-8
4.3-9 4.4
4.4-1
4.4-2 4.4-3
4.4-4 4.4-5
4.4-6 4.4-7
4.4-8
4.4-9 4.2
4.2
:m
:INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000)
0.02
380
A
20
7
-12.7
0.02
450
A
22
5
-16.7
0.02
480
B
15
10
-4.7
0.02
260
B
22
8
-8.7
0.02
450
B
20
7
-12.7
0.02
480
B
22
5
-16.7
0.02
480
1.4
(mm)
300
400 12 24 48 72
(mm) 12 24 48 72
400
48 72
11.2m
6m
1.1
80
1.1
(kN/m2) 54600 94180 235060 165060
0.331 0.301 0.273 0.282
(kN/m3)
K0
17.8 20.1 20.8 19.2
0.58 0.39 0.3 0.62
(kN/m2) 11 7.67 0 17.6
(deg)
14.1 20 45
6.87
(kN/m2)
(kN/m3)
K0
(kN/m2)
(deg)
337370
0.262
21.1
0.3
0
50
189820
0.27
19.5
0.41
13.96
17.84
1
847250
0.258
21.3
0.3
12
52
750080
0.267
20.6
0.35
8.3
18.2
2
4874800
0.259
21.4
0.3
8
48
1.2 (m) -2 -10 -18 -25.5
(mm) 1000 800 1400 900 1500 1000 1500 1000
(mm) 800 800 1000 900 1400 1000 1400 1000
1.3
(m)
(m)
(m)
(m)
(kN)
A
20
10
-4.7
0.02
380
A
21
8
-8.7
4.2-5 4.2-6
4.2-7 4.2-8
4.2-9
4.2-10
201.111053, 113.868011, -31
4.2-11
201.111053, 113.868011, -31
4.1
201.111053, 113.868011, -31 4.1
:INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000)
0.0 0.5E-03 1.6E-03 1.5E-03 2E-03 2.9E-03 3.6E-03 3.7E-03 4.1E-03 4.2E-03
4.5
4.5-1
4.5-2 4.5-3
3.1
0.2 0.8 0.2 0.8 0.2 0.8 0.2 0.8
0.8
3.17
3.18 4.1
8.39mm
4.1-1
4.1-2 4.1-3 4.1-4
4.1-5 4.1-6 4.1-7
4.1-8
0.1mm
4.1-9 -0.3mm +0.3mm
GTS-NX
4.2
4.2-1 4.2-2
ቤተ መጻሕፍቲ ባይዱ
4.2-3 4.2-4
11615.138 2576.968
59143
D
120
70
8200
829.870
1
32761
122.3 7.2
1.3 1.3.1 17.75m
3 1.3.2 17m 4m
14.5m
5.5m
4
20
3
10m
8
12m
35m
25
12m
40
40m
5m
7m
5m
15m
4.35m
12.27m 1.1
4.3
m
0.000000E+00 0.000000E+00 6.797723E-04 3.455119E-03 3.487645E-03 5.749189E-03 5.374670E-03 7.397200E-03 6.919837E-03 8.385352E-03
4.3
0.000000E+00 0.000000E+00 6.797723E-04 3.449063E-03 3.482516E-03 5.725526E-03 5.352737E-03 7.378122E-03 6.901677E-03 8.368607E-03
1
200
300
600
300
2
800
400
----
1500
----
1.5
(kN/m2)
210000000
0.3
210000000
0.3
200000000
0.3
20000000
0.3
20000000
0.3
(kN/m3) 78.5 78.5
24 25 25
35
X
413m Y
205m Z
100m
3.1
3.1
GTS-NX 1m
3.2 3.8
3.2
(1)
3.3 3.5
3.7
3.4 3.6 3.8
3.9 3.13
GTS-NX
3.9
3.10
17.75m
3.12
3.11
12m
3.12
X
X
3.13
-
Y
Y
XYZ
50kN/m
20kN/m
35kN/m
3.14 3.16
3.14 3.15 3.16
3.1
0.2 3.17 3.18
----0.000000E+00 3.263835E-04 1.627323E-03 1.838647E-03 2.794412E-03 2.967612E-03 3.751397E-03 3.887947E-03 4.445618E-03
----0.000000E+00 3.263835E-04 1.609155E-03 1.822214E-03 2.732704E-03 2.910836E-03 3.707960E-03 3.852609E-03 4.412656E-03
1mm
1/3
4.3-1 4.3-2
4.3-3 4.3-4
4.3-5 4.3-6
4.3-7 4.3-8
4.3-9 4.4
4.4-1
4.4-2 4.4-3
4.4-4 4.4-5
4.4-6 4.4-7
4.4-8
4.4-9 4.2
4.2
:m
:INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000)
0.02
380
A
20
7
-12.7
0.02
450
A
22
5
-16.7
0.02
480
B
15
10
-4.7
0.02
260
B
22
8
-8.7
0.02
450
B
20
7
-12.7
0.02
480
B
22
5
-16.7
0.02
480
1.4
(mm)
300
400 12 24 48 72
(mm) 12 24 48 72
400
48 72
11.2m
6m
1.1
80
1.1
(kN/m2) 54600 94180 235060 165060
0.331 0.301 0.273 0.282
(kN/m3)
K0
17.8 20.1 20.8 19.2
0.58 0.39 0.3 0.62
(kN/m2) 11 7.67 0 17.6
(deg)
14.1 20 45
6.87
(kN/m2)
(kN/m3)
K0
(kN/m2)
(deg)
337370
0.262
21.1
0.3
0
50
189820
0.27
19.5
0.41
13.96
17.84
1
847250
0.258
21.3
0.3
12
52
750080
0.267
20.6
0.35
8.3
18.2
2
4874800
0.259
21.4
0.3
8
48
1.2 (m) -2 -10 -18 -25.5
(mm) 1000 800 1400 900 1500 1000 1500 1000
(mm) 800 800 1000 900 1400 1000 1400 1000
1.3
(m)
(m)
(m)
(m)
(kN)
A
20
10
-4.7
0.02
380
A
21
8
-8.7
4.2-5 4.2-6
4.2-7 4.2-8
4.2-9
4.2-10
201.111053, 113.868011, -31
4.2-11
201.111053, 113.868011, -31
4.1
201.111053, 113.868011, -31 4.1
:INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000) :INCR=1 (LOAD=1.000)
0.0 0.5E-03 1.6E-03 1.5E-03 2E-03 2.9E-03 3.6E-03 3.7E-03 4.1E-03 4.2E-03
4.5
4.5-1
4.5-2 4.5-3
3.1
0.2 0.8 0.2 0.8 0.2 0.8 0.2 0.8
0.8
3.17
3.18 4.1
8.39mm
4.1-1
4.1-2 4.1-3 4.1-4
4.1-5 4.1-6 4.1-7
4.1-8
0.1mm
4.1-9 -0.3mm +0.3mm
GTS-NX
4.2
4.2-1 4.2-2
ቤተ መጻሕፍቲ ባይዱ
4.2-3 4.2-4