滑坡稳定性计算及滑坡推力计算表格文件下载.xls
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滑坡稳定性计算及滑坡推力计算表格文件下载.xls
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滑滑坡坡稳稳定定性性验验算算滑滑坡坡推推力力计计算算剖面工况条块号重度(KN/m3)浮重度(KN/m3)水上面积S(m2)水下面积Sw(m2)滑块自重(kN/m)汽车荷载(kN/m)滑面长度(m)滑面倾角(度)水容重(KN/m3)滑面上水位高(m)孔隙压力比地下水流向(度)内聚力(KN)内摩擦角(度)地震影响系数地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累积下滑力(KN/m)抗滑力(KN/m)累积抗滑力(KN/m)传递系数稳定系数安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土WiQLiiwhwrUicaFiNiTiTiRiRiiKfKsPiKsPiKsPiKsPiKsPi滑坡X-X剖面工况(自重)1-118.000.000.008.000.000.005.78480.000.000.000.000.00104.1310.272249.0618.0023.000.000.0068.2378.6678.66213.86213.861.050.001.100.001.150.001.200.001.250.001-218.000.000.008.000.000.0040.98730.000.000.000.000.00737.7714.136138.7918.0023.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00滑滑坡坡稳稳定定性性验验算算滑滑坡坡推推力力计计算算剖面工况条块号重度(KN/m3)浮重度(KN/m3)水上面积S(m2)水下面积Sw(m2)滑块自重(kN/m)汽车荷载(kN/m)滑面长度(m)滑面倾角(度)水容重(KN/m3)滑面上水位高(m)孔隙压力比地下水流向(度)内聚力(KN)内摩擦角(度)地震影响系数地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累积下滑力(KN/m)抗滑力(KN/m)累积抗滑力(KN/m)传递系数稳定系数安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土WiQLiiwhwrUicaFiNiTiTiRiRiiKfKsPiKsPiKsPiKsPiKsPi滑坡X-X剖面工况(自重+地下水)1-118.000.000.008.000.000.005.78480.000.000.000.000.00104.1310.272249.0618.0023.000.000.0068.2378.6678.66213.86213.861.050.001.100.001.150.001.200.001.250.001-218.000.000.008.000.000.0040.98730.000.000.000.000.00737.7714.136138.7918.0023.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00滑滑坡坡稳稳定定性性验验算算滑滑坡坡推推力力计计算算剖面工况条块号重度(KN/m3)浮重度(KN/m3)水上面积S(m2)水下面积Sw(m2)滑块自重(kN/m)汽车荷载(kN/m)滑面长度(m)滑面倾角(度)水容重(KN/m3)滑面上水位高(m)孔隙压力比地下水流向(度)内聚力(KN)内摩擦角(度)地震影响系数地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累积下滑力(KN/m)抗滑力(KN/m)累积抗滑力(KN/m)传递系数稳定系数安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土碎石土粘性土砂土WiQLiiwhwrUicaFiNiTiTiRiRiiKfKsPiKsPiKsPiKsPiKsPi滑坡X-X剖面工况(自重+暴雨+地下水)1-118.000.000.008.000.000.005.78480.000.000.000.000.00104.1310.272249.0618.0023.000.000.0068.2378.6678.66213.86213.861.050.001.100.001.150.001.200.001.250.001-218.000.000.008.000.000.0040.98730.000.000.000.000.00737.7714.136138.7918.0023.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00滑滑坡坡稳稳定定性性验验算算滑滑坡坡推推力力计计算算剖面工况条块号重度(KN/m3)浮重度(KN/m3)水上面积S(m2)水下面积Sw(m2)滑块自重(kN/m)汽车荷载(kN/m)滑面长度(m)滑面倾角(度)水容重(KN/m3)滑面上水位高(m)孔隙压力比地下水流向(度)内聚力(KN)内摩擦角(度)地震影响系数地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累积下滑力(KN/m)抗滑力(KN/m)累积抗滑力(KN/m)传递系数稳定系数安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(KN/m)安全系数滑坡推力(K
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