44 8.64 14.95 159.27 0.00 159.27 18.53 0.32 0.95 11.10 9.10 50.61 24.19 11.24 转为总应力法
45 9.60 14.86 160.68 0.00 160.68 20.19 0.35 0.94 11.10 9.10 55.46 24.16 11.35 转为总应力法
46 10.56 14.75 161.83 0.00 161.83 21.88 0.37 0.93 11.10 9.10 60.30 24.05 11.48 转为总应力法
47 11.52 14.60 162.68 0.00 162.68 23.58 0.40 0.92 11.10 9.10 65.08 23.88 11.63 转为总应力法
48 12.48 14.43 163.24 0.00 163.24 25.31 0.43 0.90 11.10 9.10 69.78 23.64 11.79 转为总应力法
49 13.44 14.21 163.49 0.00 163.49 27.06 0.45 0.89 11.10 9.10 74.37 23.32 11.97 转为总应力法
50 14.40 14.02 163.30 0.00 163.30 28.85 0.48 0.88 11.10 9.10 78.80 22.91 12.32 转为总应力法
51 15.37 13.48 158.43 0.00 158.43 30.68 0.51 0.86 11.10 9.10 80.85 21.82 12.55 转为总应力法
52 16.34 12.90 153.17 0.00 153.17 32.55 0.54 0.84 11.10 9.10 82.42 20.68 12.81 转为总应力法
53 17.32 12.27 147.52 0.00 147.52 34.46 0.57 0.82 11.10 9.10 83.48 19.48 13.09 转为总应力法
54 18.29 11.60 141.45 0.00 141.45 36.42 0.59 0.80 11.10 9.10 83.98 18.23 13.41 转为总应力法
55 19.26 10.87 134.92 0.00 134.92 38.42 0.62 0.78 11.10 9.10 83.85 16.93 13.78 转为总应力法
56 20.23 10.10 127.90 0.00 127.90 40.49 0.65 0.76 11.10 9.10 83.04 15.58 14.19 转为总应力法
57 21.21 8.09 105.17 0.00 105.17 42.47 0.68 0.74 4.50 26.30 71.01 38.34 5.15 转为总应力法
58 22.05 7.42 99.41 0.00 99.41 44.38 0.70 0.71 4.50 26.30 69.52 35.12 5.32 转为总应力法
59 22.90 6.03 84.10 0.00 84.10 46.24 0.72 0.69 13.30 8.90 60.74 9.11 14.56 转为总应力法
60 23.65 5.42 79.31 0.00 79.31 48.06 0.74 0.67 13.30 8.90
59.00 8.30 15.07 转为总应力法
61 24.41 4.76 74.21 0.00 74.21 49.95 0.77 0.64 13.30 8.90 56.81 7.48 15.65 转为总应力法
62 25.17 4.05 68.74 0.00 68.74 51.92 0.79 0.62 13.30 8.90 54.11 6.64 16.33 转为总应力法
63 25.92 0.36 6.52 0.00 6.52 53.03 0.80 0.60 7.50 24.00 5.21 1.75 0.94 转为总应力法
64 26.00 3.08 55.66 0.00 55.66 54.14 0.81 0.59 7.50 24.00 45.11 14.52 9.25
65 26.72 2.63 47.34 0.00 47.34 56.39 0.83 0.55 17.00 30.00 39.43 15.13 25.76
66 27.56 1.52 27.30 0.00 27.30 58.96 0.86 0.52 17.00 30.00 23.39 8.13 27.65
67 28.40 0.30 5.35 0.00 5.35 61.20 0.88 0.48 17.00 30.00 4.68 1.49 18.86
滑动圆心 = (-2.000000,20.000000)(m) 滑动半径 = 35.000000(m) 滑动安全系数 = 2.501
总的下滑力 = 767.862(kN) 总的抗滑力 = 1920.553(kN) 土体部分下滑力 = 767.862(kN) 土体部分抗滑力 = 1920.553(kN) 筋带的抗滑力 = 0.000(kN) 地震作用下滑力 = 0.000(kN)
============================================================================ 地基承载力计算
计算点 深度 pz pcz pz + pcz faz (m) (m) (kPa) (kPa) (kPa) (kPa) 0.00 0.00 0.0 0.0 0.0 60.0 0.00 1.10 1.6 20.3 21.9 70.3 0.00 4.60 6.6 82.3 89.0 182.3 0.00 6.20 8.7 112.0 120.7 292.0 0.00 16.00 17.0 298.4 315.3 458.4 0.00 23.60 19.3 439.1 458.4 599.1 2.00 0.00 9.4 0.0 9.4 60.0 2.00 1.10 9.6 20.3 29.8 70.3 2.00 4.60 12.5 82.3 94.8 182.3 2.00 6.20 14.2 112.0 126.1 292.0 2.00 16.00 20.7 298.4 319.1 458.4 2.00 23.60 22.0 439.1 461.1 599.1 4.00 0.00 18.8 0.0 18.8 60.0 4.00 1.10 18.9 20.3 39.1 70.3 4.00 4.60 20.2 82.3 102.5 182.3 4.00 6.20 21.1 112.0 133.1 292.0
4.00 16.00 24.9 298.4 323.2 458.4 4.00 23.60 24.8 439.1 463.9 599.1 6.00 0.00 28.3 0.0 28.3 60.0 6.00 1.10 28.3 20.3 48.5 70.3 6.00 4.60 28.6 82.3 111.0 182.3 6.00 6.20 28.9 112.0 140.9 292.0 6.00 16.00 29.2 298.4 327.6 458.4 6.00 23.60 27.6 439.1 466.8 599.1 8.00 0.00 37.7 0.0 37.7 60.0 8.00 1.10 37.7 20.3 57.9 70.3 8.00 4.60 37.3 82.3 119.7 182.3 8.00 6.20 37.0 112.0 148.9 292.0 8.00 16.00 33.7 298.4 332.0 458.4 8.00 23.60 30.4 439.1 469.6 599.1 10.00 0.00 47.1 0.0 47.1 60.0 10.00 1.10 47.1 20.3 67.3 70.3 10.00 4.60 45.9 82.3 128.2 182.3 10.00 6.20 44.8 112.0 156.8 292.0 10.00 16.00 37.9 298.4 336.3 458.4 10.00 23.60 33.1 439.1 472.2 599.1 12.00 0.00 56.5 0.0 56.5 60.0 12.00 1.10 56.4 20.3 76.7 70.3 12.00 4.60 53.7 82.3 136.1 182.3 12.00 6.20 52.0 112.0 163.9 292.0 12.00 16.00 41.8 298.4 340.2 458.4 12.00 23.60 35.5 439.1 474.6 599.1 14.40 0.00 67.8 0.0 67.8 60.0 14.40 1.10 66.2 20.3 86.4 70.3 14.40 4.60 61.0 82.3 143.3 182.3 14.40 6.20 58.6 112.0 170.6 292.0 14.40 16.00 45.8 298.4 344.1 458.4 14.40 23.60 37.9 439.1 477.1 599.1 16.40 0.00 67.8 0.0 67.8 60.0 16.40 1.10 67.7 20.3 87.9 70.3 16.40 4.60 64.3 82.3 146.7 182.3 16.40 6.20 62.1 112.0 174.1 292.0 16.40 16.00 48.3 298.4 346.6 458.4 16.40 23.60 39.5 439.1 478.6 599.1 18.40 0.00 67.8 0.0 67.8 60.0 18.40 1.10 67.8 20.3 88.0 70.3 18.40 4.60 65.8 82.3 148.2 182.3 18.40 6.20 64.0 112.0 176.0 292.0 18.40 16.00 50.0 298.4 348.3 458.4 18.40 23.60 40.6 439.1 479.7 599.1 20.40 0.00 67.8 0.0 67.8 60.0 20.40 1.10 67.8 20.3 88.0 70.3 20.40 4.60 66.4 82.3 148.7 182.3 20.40 6.20 64.8 112.0 176.8 292.0 20.40 16.00 50.8 298.4 349.2 458.4
20.40 23.60 41.1 439.1 480.3 599.1 22.40 0.00 67.8 0.0 67.8 60.0 22.40 1.10 67.8 20.3 88.0 70.3 22.40 4.60 66.4 82.3 148.7 182.3 22.40 6.20 64.8 112.0 176.8 292.0 22.40 16.00 50.8 298.4 349.2 458.4 22.40 23.60 41.1 439.1 480.3 599.1 24.40 0.00 67.8 0.0 67.8 60.0 24.40 1.10 67.8 20.3 88.0 70.3 24.40 4.60 65.8 82.3 148.2 182.3 24.40 6.20 64.0 112.0 176.0 292.0 24.40 16.00 50.0 298.4 348.3 458.4 24.40 23.60 40.6 439.1 479.7 599.1 26.40 0.00 67.8 0.0 67.8 60.0 26.40 1.10 67.7 20.3 87.9 70.3 26.40 4.60 64.3 82.3 146.7 182.3 26.40 6.20 62.1 112.0 174.1 292.0 26.40 16.00 48.3 298.4 346.6 458.4 26.40 23.60 39.5 439.1 478.6 599.1 28.40 0.00 67.8 0.0 67.8 60.0 28.40 1.10 66.2 20.3 86.4 70.3 28.40 4.60 61.0 82.3 143.3 182.3 28.40 6.20 58.6 112.0 170.6 292.0 28.40 16.00 45.8 298.4 344.1 458.4 28.40 23.60 37.9 439.1 477.1 599.1 30.40 0.00 58.4 0.0 58.4 60.0 30.40 1.10 58.2 20.3 78.5 70.3 30.40 4.60 55.1 82.3 137.5 182.3 30.40 6.20 53.2 112.0 165.2 292.0 30.40 16.00 42.5 298.4 340.9 458.4 30.40 23.60 35.9 439.1 475.1 599.1 32.40 0.00 49.0 0.0 49.0 60.0 32.40 1.10 48.9 20.3 69.2 70.3 32.40 4.60 47.5 82.3 129.9 182.3 32.40 6.20 46.3 112.0 158.3 292.0 32.40 16.00 38.7 298.4 337.1 458.4 32.40 23.60 33.6 439.1 472.7 599.1 34.40 0.00 39.6 0.0 39.6 60.0 34.40 1.10 39.5 20.3 59.8 70.3 34.40 4.60 39.1 82.3 121.4 182.3 34.40 6.20 38.6 112.0 150.6 292.0 34.40 16.00 34.5 298.4 332.9 458.4 34.40 23.60 31.0 439.1 470.1 599.1 36.40 0.00 30.1 0.0 30.1 60.0 36.40 1.10 30.1 20.3 50.4 70.3 36.40 4.60 30.4 82.3 112.7 182.3 36.40 6.20 30.5 112.0 142.5 292.0 36.40 16.00 30.1 298.4 328.5 458.4 36.40 23.60 28.2 439.1 467.3 599.1
38.40 0.00 20.7 0.0 20.7 60.0 38.40 1.10 20.7 20.3 41.0 70.3 38.40 4.60 21.8 82.3 104.1 182.3 38.40 6.20 22.6 112.0 134.6 292.0 38.40 16.00 25.7 298.4 324.1 458.4 38.40 23.60 25.3 439.1 464.5 599.1 40.40 0.00 11.3 0.0 11.3 60.0 40.40 1.10 11.4 20.3 31.7 70.3 40.40 4.60 13.9 82.3 96.3 182.3 40.40 6.20 15.5 112.0 127.4 292.0 40.40 16.00 21.5 298.4 319.9 458.4 40.40 23.60 22.5 439.1 461.6 599.1 42.80 0.00 0.0 0.0 0.0 60.0 42.80 1.10 1.6 20.3 21.9 70.3 42.80 4.60 6.6 82.3 89.0 182.3 42.80 6.20 8.7 112.0 120.7 292.0 42.80 16.00 17.0 298.4 315.3 458.4 42.80 23.60 19.3 439.1 458.4 599.1
验算给定点下卧土层承载力
计算点 深度 pz pcz pz + pcz 鉘faz (m) (m) (kPa) (kPa) (kPa) (kPa)
0.00 0.00 0.0 0.0 0.0 60.0 0.00 1.10 1.6 20.3 21.9 70.3 0.00 4.60 6.6 82.3 89.0 182.3 0.00 6.20 8.7 112.0 120.7 292.0 0.00 16.00 17.0 298.4 315.3 458.4 0.00 23.60 19.3 439.1 458.4 599.1
***pz -- 下卧层顶面处的附加应力值(kPa) ***pcz -- 下卧层顶面处土的自重压力值(kPa)
***faz -- 下卧层顶面处经深度修正后的地基承载力值(kPa)
是否满足满足！ 满足！ 满足！ 满足！ 满足！ 满足！