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1、
圖1 II號滑坡2-2’剖面條分圖
表1 II號滑坡穩(wěn)定性計算條分?jǐn)?shù)據(jù)和剩余推力表
條塊編號
水平距離(m)
頂面坐標(biāo)(m)
水面坐標(biāo)(m)
滑面坐標(biāo)(m)
C(kPa)
φ()
條塊重量(KN/m)
推力(KN/m)
工況2
工況3
工況4
治理后
524.04
187.85
187.85
187.85
0.00
0.00
0.00
0.00
1
500.84
173.45
167.09
167.09
20
21.5
1579.11
0.00
0.00
0.00
2、
0.00
2
483.11
163.30
153.45
153.45
20
21.5
3078.03
947.92
758.34
947.92
758.34
3
468.73
158.29
146.68
143.62
16
19.5
3790.75
1687.37
1349.90
1687.37
1349.90
4
461.85
152.91
143.40
139.65
16
19.5
2078.87
1979.21
1583.37
1979.21
1583
3、.37
5
455.53
152.68
140.36
136.38
16
19.5
2021.11
2213.65
1770.92
2213.65
1770.92
6
450.72
149.46
138.27
134.13
16
19.5
1643.76
2344.40
1875.52
2344.40
1875.52
7
448.06
145.20
137.14
132.94
16
19.5
797.04
2387.96
1910.37
2387.96
1910.
4、37
8
437.30
145.75
132.65
127.72
16
19.5
3528.76
2795.47
2236.38
2795.47
2236.38
9
423.70
139.02
126.93
121.83
16
19.5
5186.75
3178.27
2542.61
3178.27
42.61
10
412.05
134.09
122.16
117.40
16
19.5
4275.20
3299.27
2639.42
3299.27
139.42
5、
11
400.34
131.27
118.27
112.43
16
19.5
4506.64
3630.75
2904.60
3630.75
404.60
12
388.33
128.41
114.41
107.28
16
19.5
5204.20
4044.75
3235.80
4044.75
735.80
13
375.05
122.27
109.16
101.89
16
19.5
5984.98
4490.79
3592.64
4490.79
1092.6
6、4
14
360.79
121.37
102.95
92.76
16
19.5
7586.35
6545.07
5236.05
6545.07
2736.05
15
344.20
114.03
96.03
80.60
16
19.5
11206.14
10108.60
8086.88
10108.60
5586.88
16
328.82
102.99
89.44
70.91
16
19.5
11016.19
12810.16
10248.13
12810.16
7
7、748.13
17
317.27
95.48
84.75
66.67
16
19.5
7715.40
12564.77
10051.82
12564.77
7551.82
18
306.41
89.75
81.07
65.44
16
19.5
6336.14
10756.75
8605.40
10756.75
6105.40
19
278.04
87.85
74.67
64.28
16
19.5
14862.85
7572.46
6057.97
7572.46
3
8、557.97
20
267.80
84.21
72.01
64.13
16
19.5
4865.13
6323.47
5058.77
6323.47
2558.77
21
256.26
80.20
69.01
63.40
16
19.5
4622.86
5367.63
4294.10
5367.63
1794.10
22
250.53
76.18
67.59
62.85
16
19.5
1877.30
5006.62
4005.30
5006.62
1505.30
9、
23
244.07
76.50
66.05
61.54
16
19.5
1980.96
4866.00
3892.80
4866.00
1392.80
24
235.72
71.60
64.15
58.95
16
19.5
2503.61
4864.73
4913.38
4864.73
2413.38
25
228.47
71.72
62.64
56.27
16
19.5
2217.17
4928.73
5027.30
4928.73
2527.30
26
10、
224.70
69.78
61.86
54.92
16
19.5
1247.23
4906.46
5053.65
4906.46
2553.65
27
215.57
69.64
59.95
51.54
16
19.5
3281.17
4972.00
5170.88
4972.00
2670.88
28
201.92
69.44
57.16
46.83
16
19.5
6060.75
4999.13
5249.08
4999.13
2749.08
29
190.8
11、0
61.19
54.96
42.39
16
19.5
5040.24
5332.12
5652.05
5332.12
3152.05
30
177.33
54.15
52.46
38.89
16
19.5
5068.01
4902.21
5245.37
4902.21
2745.37
31
165.66
52.58
50.68
37.38
16
19.5
3945.70
4182.04
4516.60
4182.04
2016.60
32
154.48
55
12、.38
48.97
36.52
16
19.5
4205.44
3391.92
3697.19
3391.92
1197.19
33
135.31
54.19
44.91
34.96
16
19.5
8005.61
2014.60
2216.06
2014.60
0.00
34
110.21
47.63
42.23
28.73
16
19.5
10505.01
1292.13
1434.27
1292.13
0.00
35
84.56
40.68
37.95
13、
21.42
16
19.5
10815.06
1113.26
1246.85
1113.26
0.00
36
60.75
34.55
34.55
14.45
16
19.5
10422.70
1018.19
1150.56
1018.19
0.00
37
28.43
12.46
12.46
6.42
16
19.5
9421.08
2786.20
3176.27
2786.20
676.27
38
0.00
0.00
0.00
0.00
16
19.5
1915.26
2000.00
2500.00
1500.00
0.00
圖2 II號滑坡2-2’剖面推力曲線