滑坡稳定性计算及滑坡推力计算_第1页
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滑坡稳定性验算,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,滑坡推力计算,,,,,,,,,

剖面,工况,条块号,重度γ(KN/m3),,,浮重度γ'(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,Wi,Q,Li,αi,γw,hw,rU,βi,c,φ,a,Fi,Ni,Ti,∑Ti,Ri,∑Ri,Ψi,Kf,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi

滑坡X-X'剖面,工况Ⅰ（自重）,1-1,18.00,0.00,0.00,8.00,0.00,0.00,5.7848,0.00,0.00,0.00,0.00,0.00,104.13,,10.2722,49.06,,,,,18.00,23.00,0.00,0.00,68.23,78.66,78.66,213.86,213.86,,,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-2,18.00,0.00,0.00,8.00,0.00,0.00,40.9873,0.00,0.00,0.00,0.00,0.00,737.77,,14.1361,38.79,,,,,18.00,23.00,0.00,0.00,575.05,462.19,533.63,498.55,692.80,0.91,1.30,1.05,0.00,1.10,9.86,1.15,32.97,1.20,56.08,1.25,79.19

,,1-3,18.00,0.00,0.00,8.00,0.00,0.00,37.7594,0.00,0.00,0.00,0.00,0.00,679.67,,10.1004,31.49,,,,,18.00,23.00,0.00,0.00,579.58,355.03,855.55,427.82,1077.64,0.94,1.26,1.05,0.00,1.10,0.00,1.15,11.38,1.20,50.81,1.25,90.24

,,1-4,18.00,0.00,0.00,8.00,0.00,0.00,33.5663,0.00,0.00,0.00,0.00,0.00,604.19,,6.541,27.93,,,,,18.00,23.00,0.00,0.00,533.82,283.00,1114.35,344.33,1391.48,0.97,1.25,1.05,0.00,1.10,0.00,1.15,0.00,1.20,44.64,1.25,97.10

,,1-5,18.00,0.00,0.00,8.00,0.00,0.00,78.0119,0.00,0.00,0.00,0.00,0.00,1404.21,,12.3386,22.2,,,,,18.00,23.00,0.00,0.00,1300.12,530.57,1592.13,773.96,2099.52,0.95,1.32,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-6,18.00,0.00,0.00,8.00,0.00,0.00,19.5202,0.00,0.00,0.00,0.00,0.00,351.36,,3.9948,15.61,,,,,18.00,23.00,0.00,0.00,338.40,94.55,1598.59,215.55,2198.92,0.94,1.38,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-7,18.00,0.00,0.00,8.00,0.00,0.00,48.6015,0.00,0.00,0.00,0.00,0.00,874.83,,13.4231,0.95,,,,,18.00,23.00,0.00,0.00,874.71,14.50,1389.32,612.91,2504.02,0.86,1.80,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-8,18.00,0.00,,,,,4908.2,0.00,,,,,88347.60,,139.66,15.61,,,,,18.00,23.00,0.00,,85088.95,23773.27,25266.62,38632.00,41323.50,1.07,1.64,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-9,18.00,0.00,,,,,7410.7,0.00,,,,,133392.60,,206.24,22.94,,,,,18.00,23.00,0.00,,122843.05,51992.03,78420.50,55856.10,99079.82,1.05,1.26,1.05,0.00,1.10,1335.13,1.15,3934.73,1.20,6534.33,1.25,9133.94

,,1-10,18.00,0.00,,,,,1803.38,0.00,,,,,32460.84,,50.78,26.71,,,,,18.00,23.00,0.00,,28997.04,14590.33,95029.84,13222.55,114853.27,1.03,1.21,1.05,2097.30,1.10,4196.32,1.15,7592.37,1.20,10988.41,1.25,14384.46

,,1-11,18.00,0.00,,,,,1532.55,0.00,,,,,27585.90,,46.72,16.45,,,,,18.00,23.00,0.00,,26456.73,7811.73,94137.24,12071.18,116404.36,0.91,1.24,1.05,0.00,1.10,333.68,1.15,3809.25,1.20,7284.82,1.25,10760.39

,,1-12,18.00,0.00,,,,,612.37,0.00,,,,,11022.66,,39.62,-2.91,,,,,18.00,23.00,0.00,,11008.45,-559.59,75008.12,5385.97,98828.39,0.80,1.32,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,2552.34

,,1-8,#REF!,#REF!,,,,,4908.2,0.00,,,,,#REF!,,30.83,19.28,,,,,#REF!,#REF!,#REF!,,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,1.15,#REF!,1.20,#REF!,1.25,#REF!

,,1-9,#REF!,#REF!,,,,,7410.7,0.00,,,,,#REF!,,63.39,12.23,,,,,#REF!,#REF!,#REF!,,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,1.15,#REF!,1.20,#REF!,1.25,#REF!

,,1-10,#REF!,#REF!,,,,,1803.38,0.00,,,,,#REF!,,105.93,16.64,,,,,#REF!,#REF!,#REF!,,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,1.15,#REF!,1.20,#REF!,1.25,#REF!

,,1-11,#REF!,#REF!,,,,,1532.55,0.00,,,,,#REF!,,235.28,21.24,,,,,#REF!,#REF!,#REF!,,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,1.15,#REF!,1.20,#REF!,1.25,#REF!

,,1-12,#REF!,#REF!,,,,,612.37,0.00,,,,,#REF!,,94.83,16.49,,,,,#REF!,#REF!,#REF!,,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,#REF!,1.15,#REF!,1.20,#REF!,1.25,#REF!

滑坡稳定性验算,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,滑坡推力计算,,,,,,,,,

剖面,工况,条块号,重度γ(KN/m3),,,浮重度γ'(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,Wi,Q,Li,αi,γw,hw,rU,βi,c,φ,a,Fi,Ni,Ti,∑Ti,Ri,∑Ri,Ψi,Kf,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi

滑坡X-X'剖面,工况Ⅱ（自重+地下水）,1-1,18.00,0.00,0.00,8.00,0.00,0.00,5.7848,0.00,0.00,0.00,0.00,0.00,104.13,,10.2722,49.06,,,,,18.00,23.00,0.00,0.00,68.23,78.66,78.66,213.86,213.86,,,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-2,18.00,0.00,0.00,8.00,0.00,0.00,40.9873,0.00,0.00,0.00,0.00,0.00,737.77,,14.1361,38.79,,,,,18.00,23.00,0.00,0.00,575.05,462.19,533.63,498.55,692.80,0.91,1.30,1.05,0.00,1.10,9.86,1.15,32.97,1.20,56.08,1.25,79.19

,,1-3,18.00,0.00,0.00,8.00,0.00,0.00,37.7594,0.00,0.00,0.00,0.00,0.00,679.67,,10.1004,31.49,,,,,18.00,23.00,0.00,0.00,579.58,355.03,855.55,427.82,1077.64,0.94,1.26,1.05,0.00,1.10,0.00,1.15,11.38,1.20,50.81,1.25,90.24

,,1-4,18.00,0.00,0.00,8.00,0.00,0.00,33.5663,0.00,0.00,0.00,0.00,0.00,604.19,,6.541,27.93,,,,,18.00,23.00,0.00,0.00,533.82,283.00,1114.35,344.33,1391.48,0.97,1.25,1.05,0.00,1.10,0.00,1.15,0.00,1.20,44.64,1.25,97.10

,,1-5,18.00,0.00,0.00,8.00,0.00,0.00,78.0119,0.00,0.00,0.00,0.00,0.00,1404.21,,12.3386,22.2,,,,,18.00,23.00,0.00,0.00,1300.12,530.57,1592.13,773.96,2099.52,0.95,1.32,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-6,18.00,0.00,0.00,8.00,0.00,0.00,19.5202,0.00,0.00,0.00,0.00,0.00,351.36,,3.9948,15.61,,,,,18.00,23.00,0.00,0.00,338.40,94.55,1598.59,215.55,2198.92,0.94,1.38,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-7,18.00,0.00,0.00,8.00,0.00,0.00,48.6015,0.00,0.00,0.00,0.00,0.00,874.83,,13.4231,0.95,,,,,18.00,23.00,0.00,0.00,874.71,14.50,1389.32,612.91,2504.02,0.86,1.80,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

滑坡稳定性验算,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,滑坡推力计算,,,,,,,,,

剖面,工况,条块号,重度γ(KN/m3),,,浮重度γ'(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,Wi,Q,Li,αi,γw,hw,rU,βi,c,φ,a,Fi,Ni,Ti,∑Ti,Ri,∑Ri,Ψi,Kf,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi

滑坡X-X'剖面,工况Ⅲ（自重+暴雨+地下水）,1-1,18.00,0.00,0.00,8.00,0.00,0.00,5.7848,0.00,0.00,0.00,0.00,0.00,104.13,,10.2722,49.06,,,,,18.00,23.00,0.00,0.00,68.23,78.66,78.66,213.86,213.86,,,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-2,18.00,0.00,0.00,8.00,0.00,0.00,40.9873,0.00,0.00,0.00,0.00,0.00,737.77,,14.1361,38.79,,,,,18.00,23.00,0.00,0.00,575.05,462.19,533.63,498.55,692.80,0.91,1.30,1.05,0.00,1.10,9.86,1.15,32.97,1.20,56.08,1.25,79.19

,,1-3,18.00,0.00,0.00,8.00,0.00,0.00,37.7594,0.00,0.00,0.00,0.00,0.00,679.67,,10.1004,31.49,,,,,18.00,23.00,0.00,0.00,579.58,355.03,855.55,427.82,1077.64,0.94,1.26,1.05,0.00,1.10,0.00,1.15,11.38,1.20,50.81,1.25,90.24

,,1-4,18.00,0.00,0.00,8.00,0.00,0.00,33.5663,0.00,0.00,0.00,0.00,0.00,604.19,,6.541,27.93,,,,,18.00,23.00,0.00,0.00,533.82,283.00,1114.35,344.33,1391.48,0.97,1.25,1.05,0.00,1.10,0.00,1.15,0.00,1.20,44.64,1.25,97.10

,,1-5,18.00,0.00,0.00,8.00,0.00,0.00,78.0119,0.00,0.00,0.00,0.00,0.00,1404.21,,12.3386,22.2,,,,,18.00,23.00,0.00,0.00,1300.12,530.57,1592.13,773.96,2099.52,0.95,1.32,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-6,18.00,0.00,0.00,8.00,0.00,0.00,19.5202,0.00,0.00,0.00,0.00,0.00,351.36,,3.9948,15.61,,,,,18.00,23.00,0.00,0.00,338.40,94.55,1598.59,215.55,2198.92,0.94,1.38,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-7,18.00,0.00,0.00,8.00,0.00,0.00,48.6015,0.00,0.00,0.00,0.00,0.00,874.83,,13.4231,0.95,,,,,18.00,23.00,0.00,0.00,874.71,14.50,1389.32,612.91,2504.02,0.86,1.80,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

滑坡稳定性验算,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,滑坡推力计算,,,,,,,,,

剖面,工况,条块号,重度γ(KN/m3),,,浮重度γ'(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,Wi,Q,Li,αi,γw,hw,rU,βi,c,φ,a,Fi,Ni,Ti,∑Ti,Ri,∑Ri,Ψi,Kf,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi,Ks,Pi

滑坡X-X'剖面,工况Ⅳ（自重+地震+地下水）,1-1,18.00,0.00,0.00,8.00,0.00,0.00,5.7848,0.00,0.00,0.00,0.00,0.00,104.13,,10.2722,49.06,,,,,18.00,23.00,0.00,0.00,68.23,78.66,78.66,213.86,213.86,,,1.05,0.00,1.10,0.00,1.15,0.00,1.20,0.00,1.25,0.00

,,1-2,18.00,0.00,0.00,8.00,0.00,0.00,40.9873,0.00,0.00,0.00,0.00,0.00,737.77,,14.1361,38.79,,,,,18.00,23.00,0.00,0.00,575.05,462.19,533.63,498.55,692.80,0.91,1.30,1.05,0.00,1.10,9.86,1.15,32.97,1.20,56.08,1.25,79.19

,,1-3,18.00,0.00,0.00,8.00,0.00,0.00,37.7594,0.00,0.00,0.00,0.00,0.00,679.67,,10.1004,31.49,,,,,18.00,23.00,0.00,0.00,579.58,355.03,855.55,427.82,1077.64,0.94,1.26,1.05,0.00,1.10,0.00,1.15,11.38,1.20,50.81,1.25,90.24

,,1-4,18.00,0.00,0.00,8.00,0.00,0.00,33.5663,0.00,0.00,0.00,0.00,0.00,604.19,,6.541,27.93,,,,,18.00,23.00,0.00,0.00,533.82,283.00,1114.35,344.33,1391.48,0.97,1.25,1.05,0.00,1.10,0.00,1.15,0.00,1.20,44.64,1.25,97.10

,,1-5,18.00,0.00,0.00,8.00,0.00,0.00,78.0119,0.00,0.00,0.00,0.00,0.00,1404.21,,12.3386,22.2,,,,,18.00,23.00,0.00,0.00,1300.12,530.57,1592.13,7

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