天然重度饱和重度天然重度面积降雨下渗面积河水上地水浸润面积河水下面积条块总面积
（kN/m3）（kN/m3）m2m2m2m2m2
119.3021.101253.210.000.000.001253.21219.3021.102466.150.000.000.002466.15
319.3021.102642.180.000.000.002642.18
419.3021.101074.660.000.000.001074.66
天然重度饱和重度天然重度面积降雨下渗面积河水上地水浸润面积河水下面积条块总面积
（kN/m3）（kN/m3）m2m2m2m2m2
121.1021.101253.210.000.000.001253.21221.1021.102466.150.000.000.002466.15
321.1021.102642.180.000.000.002642.18
421.1021.101074.660.000.000.001074.66
天然重度饱和重度天然重度面积降雨下渗面积河水上地水浸润面积河水下面积条块总面积
（kN/m3）（kN/m3）m2m2m2m2m2
119.3021.101253.210.000.000.001253.21219.3021.102466.150.000.000.002466.15
319.3021.102642.180.000.000.002642.18
419.3021.101074.660.000.000.001074.66自重+暴雨工况2条块编号自重工况1条块编号
自重工况1条块编号建筑荷载地震影响系数地震力浸润线倾角流线倾角渗透系数地下水水头高度渗透压力天然重度区重量（kN/m）6度，0.04（kN/m）（°）（°）（m/s）（m）（kN/m）（kN/m）0.000.000.001.00000000.0024186.950.000.009.251.00000000.0047596.70
发生滑坡前饱水状态（0.8倍水位）A-A'
块段编号滑面倾角°滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角β°地震影响系数
1.0056.0010.0033.0026.406.60322.9215.000.00
2.0042.0011.0070.0056.0014.00938.9215.000.00
3.0035.009.0073.00058.4014.601090.6215.000.00
4.0026.007.5076.0060.8015.201259.5415.000.00
5.006.0010.00108.0086.4021.602019.3515.000.00
6.00-3.0012.5096.00076.8019.201816.665.000.00
7.00-5.007.5010.008.002.00189.105.000.00
发生滑坡后饱水状态（0.8倍水位）
块段编号滑面倾角°滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角β°地震影响系数
1.0056.0010.0018.0014.400.00141.6515.000.00
2.0042.0011.0055.0044.000.00593.3015.000.00
3.0035.009.0062.00049.600.00744.9415.000.00
4.0026.007.5066.0052.800.00879.6815.000.00
5.006.0010.0094.0075.200.001413.5115.000.00
6.00-3.0012.5082.00065.600.001247.955.000.00
7.00-5.007.5010.008.000.00152.085.000.00
内聚力t/m2内摩擦角°本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN
面积重力角度长度传递系数粘聚力内摩擦角摩擦角弧度1179.933958.4634.43735.1715.5230.4014257212116.72567.432.06916.10.98160815.5230.401425721369.241523.2827.5757.170.96366615.5230.4014257211179.933958.4634.43735.1715.5230.4014257212116.72567.432.06916.10.98160815.5230.401425721369.241523.2827.5757.170.96366615.5230.4014257211179.933958.4634.43735.1715.5230.4014257212116.72567.432.06916.10.98160815.5230.401425721369.241523.2827.5757.170.96366615.5230.401425721Ei=1.2*Wi sinαi-Wi cosαitanψi-CiLi+ψiE
Ei=Wi sinαi-Wi cosαitanψi/1.2-CiLi/1.2+ψ
自然状态下 Ei=Wi sinαi-Wi cosαitanψi-CiLi+ψ
404550滑坡推力角度转为弧度W1SINα1W1COSα1TANΨ1C1L1COS(an-1-an)SIN(an-1-an)推力00.6010390242238.507993264.7339170.424475545.14755.27728590.5597096281363.135762175.638680.424475249.550.999146060.041317631204.095150.481274533705.1404851350.2439980.424475111.140.996925540.07835471322.23451600.6010390242238.507993264.7339170.424475545.14629.39773820.5597096281363.135762175.638680.424475249.550.999146060.041317631003.4126250.481274533705.1404851350.2439980.424475111.140.996925540.07835471101.86209700.6010390242238.507993264.7339170.424475545.14307.57568780.5597096281363.135762175.638680.424475249.550.999146060.04131763492.00063140.481274533705.1404851350.2439980.424475111.140.996925540.0783547494.985179Wi cosαitanψi-CiLi+ψiEi-1
气压(MPa)缸径(mm)效率(η)推力(N)推力(Kg)
0.5160.660.36.152
0.6201188.419.224
0.5320.6241.224.607
0.5400.8502.451.265
0.5500.5490.650.064
0.5630.81246.3127.170
0.6800.72110.1215.314
0.51000.93532.5360.459
0.51250.63679.7375.478无杆侧
气压(MPa)缸径(mm)杆径(mm)效率(η)推力(N)
0.51680.645.2
0.525100.6123.6
0.532120.6207.2
5.6401615908.2
0.550200.5412.1
0.563200.6840.5
0.580250.71586.7
0.5100300.93214.6
0.5125360.63374.5有杆侧
推力(Kg)
4.614
12.616
21.147
602.880
42.054
85.765
161.906
328.018
344.335
