折線型滑坡穩(wěn)定系數(shù)計算

折線型滑坡穩(wěn)定系數(shù)計算原始條件:()滑動體重度=19.800(kN/m3)滑動體飽和重度=21.600(kN/m3)安全系數(shù)=1.000考慮動水壓力和浮托力，滑體土的孔隙度=0.000考慮承壓水的浮托力，承壓水水頭高=0.000(m)考慮坡面外的靜水壓力的作用考慮地震力，地震烈度為7度地震力計算綜合系數(shù)=0.250地震力計算重要性系數(shù)=1.000坡面線段數(shù)：9,起始點(diǎn)標(biāo)高205.000(m)段號投影Dx(m)投影Dy(m)附加力數(shù)110.000-4.0000250.000-10.0000350.000-20.0000430.0000.000050.001-10.0000660.0000.000070.001-5.0000830.0000.0000910.000-5.0000水面線段數(shù)：1,起始點(diǎn)標(biāo)高0.000(m)段號投影Dx(m)投影Dy(m)10.0000.000滑動面線段數(shù):5,起始點(diǎn)標(biāo)高205.000(m)段號投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)20.000-15.00040.00019.00040.000-5.00040.00019.00019.00017.00017.00080.00060.00019.00017.00017.000-5.000-3.00040.00036.00036.000計算目標(biāo)：按指定滑面計算推力第1塊滑體上塊傳遞推力=0.000(kN)推力角度=0.000(度)本塊滑面粘聚力=36.000(kPa)滑面摩擦角=17.000(度)本塊總面積=275.018(m2)浸水部分面積=0.000(m2)本塊總重=5445.350(kN)浸水部分重=0.000(kN)本塊總附加力Px=0.000(kN)Py=0.000(kN)本塊動水壓力=0.000(kN)本塊水浮托力=0.000(kN)本塊地震力=136.134(kN)本塊承壓水浮托力=0.000(kN)有效的滑動面長度=40.112(m)下滑力=271.123(kN)滑床反力R=5430.099(kN)滑面抗滑力=1660.148(kN)粘聚力抗滑力=1444.044(kN)本塊剩余下滑力=-3375.315(kN)本塊下滑力角度=-4.289(度)第2塊滑體上塊傳遞推力=0.000(kN)推力角度=-4.289(度)本塊滑面粘聚力=36.000(kPa)滑面摩擦角=17.000(度)本塊總面積=510.005(m2)浸水部分面積=0.000(m2)本塊總重=10098.104(kN)浸水部分重=0.000(kN)本塊總附加力Px=0.000(kN)Py=0.000(kN)本塊動水壓力=0.000(kN)本塊水浮托力=0.000(kN)本塊地震力=252.453(kN)本塊承壓水浮托力=0.000(kN)有效的滑動面長度=60.208(m)下滑力=586.150(kN)滑床反力R=10063.223(kN)滑面抗滑力=3076.636(kN)粘聚力抗滑力=2167.487(kN)本塊剩余下滑力=-4657.973(kN)本塊下滑力角度=-4.764(度)第3塊滑體上塊傳遞推力=0.000(kN)推力角度=-4.764(度)本塊滑面粘聚力=40.000(kPa)滑面摩擦角=19.000(度)本塊總面積=580.000(m2)浸水部分面積=0.000(m2)本塊總重=11484.000(kN)浸水部分重=0.000(kN)本塊總附加力Px=0.000(kN)Py=0.000(kN)本塊動水壓力=0.000(kN)本塊水浮托力=0.000(kN)本塊地震力=287.100(kN)

本塊承壓水浮托力=0.000(kN)有效的滑動面長度=85.440(m)下滑力=3745.203(kN)滑床反力R=10752.804(kN)滑面抗滑力=3702.487(kN)粘聚力抗滑力=3417.601(kN)本塊剩余下滑力本塊下滑力角度第4塊滑體上塊傳遞推力=本塊剩余下滑力本塊下滑力角度第4塊滑體上塊傳遞推力=本塊滑面粘聚力本塊總面積本塊總重本塊總附加力本塊動水壓力本塊水浮托力本塊地震力本塊承壓水浮托力有效的滑動面長度-6405.114(kN)=-20.556(度)0.000(kN)推力角度=40.000(kPa)滑面摩擦角300.000(m2)5940.000(kN)Px=0.000(kN)=0.000(kN)=0.000(kN)148.500(kN)=0.000(kN)=40.311(m)=-20.556(度)19.000(度)浸水部分面積=0.000(m2)浸水部分重=0.000(kN)Py=0.000(kN)下滑力=588.266(kN)滑床反力R=5894.131(kN)滑面抗滑力=2029.512(kN)粘聚力抗滑力=1612.451(kN)本塊剩余下滑力本塊下滑力角度第5本塊剩余下滑力本塊下滑力角度第5塊滑體上塊傳遞推力=本塊滑面粘聚力本塊總面積本塊總重本塊總附加力本塊動水壓力本塊水浮托力本塊地震力本塊承壓水浮托力有效的滑動面長度-3053.697(kN)=-7.125(度)0.000(kN)推力角度=40.000(kPa)滑面摩擦角80.000(m2)1584.000(kN)Px=0.000(kN)=0.000(kN)=0.000(kN)39.600(kN)=0.000(kN)=25.000(m)=-7.125(度)19.000(度)浸水部分面積=0.000(m2)浸水部分重=0.000(kN)Py=0.000(kN)下滑力=910.800(kN)滑床反力R=1267.200(kN)滑面抗滑力=436.332(kN