传递系数法滑坡稳定性计算EXcel表

7-7’计算剖降雨入渗部分条块号面积Fi（m2）0.000.000.000.000.000.000.000.000.00容重（kN/m3）22.0022.0022.0022.0022.0022.0022.0022.0022.00地下水位上部分面积Fi（m2）12.088.7919.1435.2213.6914.2929.9761.8938.91容重（kN/m3）20.0020.0020.0020.0020.0020.0020.0020.0020.00地下水位下部分面积Fi（m2）0.000.000.000.000.000.000.000.000.00容重（kN/m3）10.0010.0010.0010.0010.0010.0010.0010.0010.00条块重量（kN/m）241.60175.80382.80704.40273.80285.80599.401237.80778.20建筑荷载（kN/m）000000000滑面长度（m）6.032.174.266.552.182.144.298.6010.81滑面倾角（°）1.003.298.9112.2510.167.423.900.000.00T1T2T3T4T5T6T7T8T97-7’计算剖面降雨入渗部分条块号面积Fi（m2）12.088.7919.1435.2213.6914.2929.9761.8938.91容重（kN/m3）22.0022.0022.0022.0022.0022.0022.0022.0022.00地下水位上部分面积Fi（m2）0.000.000.000.000.000.000.000.000.00容重（kN/m3）20.0020.0020.0020.0020.0020.0020.0020.0020.00地下水位下部分面积Fi（m2）0.000.000.000.000.000.000.000.000.00容重（kN/m3）10.0010.0010.0010.0010.0010.0010.0010.0010.00条块重量（kN/m）建筑荷载（kN/m）滑面长度（m）滑面倾角（°）T1T2T3T4T5T6T7T8T9265.76193.38421.08774.84301.18314.38659.341361.58856.020000000006.032.174.266.552.182.144.298.6010.811.003.298.9112.2510.167.423.900.000.00计算剖面工况1(自重+地表荷载)

水力坡度角动水压力（°）（KN/m）0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00地震加地震力速度（KN/m）0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00条块下滑力（KN/m）4.2210.0959.29149.4648.3036.9140.770.000.00条块抗滑累计下滑力累计抗滑力力传递系数稳定系数（KN/m）（KN/m）（KN/m）487.19205.82415.64675.87238.86240.96493.341002.41992.234.2214.3674.06224.88270.21302.36336.16327.51327.51487.19699.321135.181831.902046.532251.472692.973626.074618.301.011.031.020.990.980.980.971.001.00115.5448.7015.338.157.577.458.0111.0714.10C（kPa）Φ（°）67676767676767676719.0019.0019.0019.0019.0019.0019.0019.0019.00算剖面工况2(自重+地表荷载+暴雨)

条块下滑力（KN/m）4.6411.1065.22164.4053.1340.6044.850.000.00条块抗滑累计下滑力累计抗滑力力传递系数稳定系数（KN/m）（KN/m）（KN/m）431.46184.13372.43607.47215.34217.53445.82906.42885.954.6415.7981.39247.06297.35333.40371.55363.21363.21431.46620.361007.811630.961827.602017.162422.493274.494160.441.011.021.020.990.980.980.981.001.0093.0339.2912.386.606.156.056.529.0211.45水力坡度角动水压力C（kPa）Φ（°）（°）（KN/m）地震加地震力速度（KN/m）58.558.558.558.558.558.558.558.558.516.5016.5016.5016.5016.5016.5016.5016.5016.500.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00安全系数1.151.151.151.151.151.151.151.151.15剩余下滑力（KN/m）000000000安全系数剩余下滑力（KN/m）0000000001.101.101.101.101.101.101.101.101.10