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1、滑滑坡坡穩(wěn)穩(wěn)定定性性驗(yàn)驗(yàn)算算滑滑坡坡推推力力計(jì)計(jì)算算剖面工況條塊號(hào)重度(KN/m3)浮重度(KN/m3)水上面積S(m2)水下面積Sw(m2)滑塊自重(kN/m)汽車荷載(kN/m)滑面長度(m) 滑面傾角(度) 水容重(KN/m3) 滑面上水位高(m) 孔隙壓力比 地下水流向(度) 內(nèi)聚力(KN) 內(nèi)摩擦角(度) 地震影響系數(shù)地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累積下滑力(KN/m) 抗滑力(KN/m)累積抗滑力(KN/m)傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù) 滑坡推力(KN/m) 安全系數(shù)滑坡推力(

2、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剖面工況（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

3、.000.000.00737.7714.136138.7918.0023.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.2

4、41-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.95

5、1.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000

6、.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00滑滑坡坡穩(wěn)穩(wěn)定定性性驗(yàn)驗(yàn)算算滑滑坡坡推推力力計(jì)計(jì)算算剖面工況條塊號(hào)重度(KN/m3)浮重度(KN/m3)水上面積S(m2)水下面積Sw(m2)滑塊自重(kN/m)汽車荷載(kN/m)滑面長度(m) 滑面傾角(度) 水容重(KN/m3) 滑面上水位高(m) 孔隙壓力比 地下水流向(度) 內(nèi)聚力(KN) 內(nèi)摩擦角(度) 地震影響系數(shù)地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累積下滑力(KN/m) 抗滑力(KN/m)累積抗滑

7、力(KN/m)傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù) 滑坡推力(KN/m) 安全系數(shù)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剖面工況（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.

8、861.050.001.100.001.150.001.200.001.250.001-218.000.000.008.000.000.0040.98730.000.000.000.000.00737.7714.136138.7918.0023.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.0

9、00.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.0

10、00.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001

11、-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滑滑坡坡穩(wěn)穩(wěn)定定性性驗(yàn)驗(yàn)算算滑滑坡坡推推力力計(jì)計(jì)算算剖面工況條塊號(hào)重度(KN/m3)浮重度(KN/m3)水上面積S(m2)水下面積Sw(m2)滑塊自重(kN/m)汽車荷載(kN/m)滑面長度(m) 滑面傾角(度) 水容重(KN/m3) 滑面上水位高(m) 孔隙壓力

12、比 地下水流向(度) 內(nèi)聚力(KN) 內(nèi)摩擦角(度) 地震影響系數(shù)地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累積下滑力(KN/m) 抗滑力(KN/m)累積抗滑力(KN/m)傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù) 滑坡推力(KN/m) 安全系數(shù)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剖面工況（自重+暴雨+地下水）1-118.000.000.008.000.000.

13、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

14、.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.56630.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.9

15、71.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.001.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.0

16、00.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00滑滑坡坡穩(wěn)穩(wěn)定定性性驗(yàn)驗(yàn)算算滑滑坡坡推推力力計(jì)計(jì)算算剖面工況條塊號(hào)重度(KN/m3)浮

17、重度(KN/m3)水上面積S(m2)水下面積Sw(m2)滑塊自重(kN/m)汽車荷載(kN/m)滑面長度(m) 滑面傾角(度) 水容重(KN/m3) 滑面上水位高(m) 孔隙壓力比 地下水流向(度) 內(nèi)聚力(KN) 內(nèi)摩擦角(度) 地震影響系數(shù)地震力(kN/m)法向分力(kN/m)下滑力(KN/m)累積下滑力(KN/m) 抗滑力(KN/m)累積抗滑力(KN/m)傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù)滑坡推力(KN/m)安全系數(shù) 滑坡推力(KN/m) 安全系數(shù)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WiQLii

18、whwrUicaFiNiTiTiRiRiiKfKsPiKsPiKsPiKsPiKsPi滑坡X-X剖面工況（自重+地震+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

19、.000.000.00575.05462.19533.63498.55692.800.911.301.050.001.109.861.1532.971.2056.081.2579.191-318.000.000.008.000.000.0037.75940.000.000.000.000.00679.6710.100431.4918.0023.000.000.00579.58355.03855.55427.821077.640.941.261.050.001.100.001.1511.381.2050.811.2590.241-418.000.000.008.000.000.0033.5663

20、0.000.000.000.000.00604.196.54127.9318.0023.000.000.00533.82283.001114.35344.331391.480.971.251.050.001.100.001.150.001.2044.641.2597.101-518.000.000.008.000.000.0078.01190.000.000.000.000.001404.2112.338622.218.0023.000.000.001300.12530.571592.13773.962099.520.951.321.050.001.100.001.150.001.200.00

21、1.250.001-618.000.000.008.000.000.0019.52020.000.000.000.000.00351.363.994815.6118.0023.000.000.00338.4094.551598.59215.552198.920.941.381.050.001.100.001.150.001.200.001.250.001-718.000.000.008.000.000.0048.60150.000.000.000.000.00874.8313.42310.9518.0023.000.000.00874.7114.501389.32612.912504.020.861.801.050.001.100.001.150.001.200.001.250.00備注滑坡穩(wěn)定性計(jì)算采用滑坡防治工程設(shè)計(jì)與施工技術(shù)規(guī)范(DZ/T0219-

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