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1、圖1 5-5剖面典型局部破壞滑面網(wǎng)格剖分圖表1 5-5剖面典型局部破壞滑面條分?jǐn)?shù)據(jù)和剩余推力計(jì)算表?xiàng)l塊編號(hào)水平距離（m）頂面坐標(biāo)（m）水面坐標(biāo)（m）地面坐標(biāo)（m）C(kPa)()條塊重量(KN/m)工況5(穩(wěn)定性系數(shù)K=1.04)安全系數(shù)(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 圖2 5-5剖面典型局部破壞滑面剩余推力曲線
滑坡工程滑塊分析計(jì)算工程1號(hào)滑塊55`潛在滑面
