滑坡剩余下滑力计算

滑坡推力计算表安全系数K条块号条块面积容重γL滑面αiciφiWiF下滑F抗滑F粘聚Ψ传递F传递E下滑剩余下滑力Eim2KN/m3m°KN/m2°KNKNKNKNKNKNKN1.4616.4319.006.8161.6025.0021.00122.17156.9022.31170.25-35.65-35.651.4626.0719.002.5659.4025.0021.00115.33144.9322.5464.000.98-35.1058.4023.301.46322.3019.005.8154.9925.0021.00423.70506.6793.31145.250.9722.54268.11290.641.46424.0919.004.0147.2125.0021.00457.71490.40119.35100.250.94272.87270.79543.661.464'27.2819.003.7647.2138.806.80518.32555.3441.99145.891.00543.66367.46911.131.46527.4019.002.8336.4738.806.80520.60451.7949.92109.800.96874.92292.071166.981.46621.3319.001.8320.6338.806.80405.27208.4745.2371.000.931084.6992.241176.931.467180.1319.0013.699.2338.806.803422.47801.48402.82531.170.961125.97-132.52993.461.46899.4719.008.027.3738.806.801889.93353.95223.50311.181.00989.09-180.72808.371.46988.8919.009.1620.2738.806.801688.91854.27188.92355.411.00809.48309.941119.421.461098.9119.0020.11-0.0738.806.801879.29-3.35224.09780.270.901003.23-1007.71-4.49