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1、图1 5-5剖面典型局部破坏滑面网格剖分图表1 5-5剖面典型局部破坏滑面条分数据和剩余推力计算表条块编号水平距离（m）顶面坐标（m）水面坐标（m）地面坐标（m）C(kPa)()条块重量(KN/m)工况5(稳定性系数K=1.04)安全系数(F=1.15)治理后140.071551.190851.190851.19080.00 0.00 0.00 1127.804346.496837.566337.566321211194.12 248.11 328.70 328.70 2122.692246.43836.792831.92361719.51320.08 744.64 875.97 875.97
2、 3114.736146.20535.631527.75531719.52914.47 938.72 1167.85 1167.85 4108.281844.121834.537425.43681719.52672.76 915.27 1236.41 1236.41 5106.004344.718834.113224.52321719.5988.61 972.65 1330.65 1330.65 695.177144.837831.382319.41021719.55512.69 1633.11 2180.44 2180.44 786.465944.837828.581115.55561719
3、.55314.58 2241.97 2963.89 563.89 872.495144.622123.25939.88931719.59951.14 3509.38 4530.18 2130.18 958.600236.843217.41745.01771719.510277.48 4420.05 5753.56 3353.56 1043.707632.306911.19370.5075332010517.28 4894.78 6558.08 4158.08 1129.93224.26895.84740.433208481.06 2357.01 4186.43 1786.43 1220.743815.30962.50820.333203932.42 1302.68 3286.34 886.34 1310.83098.21690.20.233202500.07 464.60 2559.12 159.12 1400004523946.45 0.00 2159.37 0.00 图2 5-5剖面典型局部破坏滑面剩余推力曲线
