传递系数法稳定性计算及滑坡推力计算

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1.0056.00 10.00 33.00 26.40 6.60322.9215.000.002.0042.00 11.00 70.00 56.00 14.00938.9215.000.003.0035.00 9.0073.00058.40 14.601090.6215.000.004.0026.00 7.5076.00 60.80 15.201259.5415.000.005.006.0010.00108.0086.40 21.602019.3515.000.006.00-3.00 12.5096.00076.80 19.201816.665.000.007.00-5.00 7.5010.00 8.002.00189.105.000.00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1.0056.00 10.00 18.00 14.40 0.00141.6515.000.002.0042.00 11.00 55.00 44.00 0.00593.3015.000.003.0035.00 9.0062.00049.60 0.00744.9415.000.004.0026.00 7.5066.00 52.80 0.00879.6815.000.005.006.0010.00 94.00 75.20 0.00 1413.5115.000.006.00-3.00 12.5082.00065.60 0.00 1247.955.000.007.00-5.00 7.5010.00 8.000.00152.085.000.00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KN10.00 15.00321.10135.950.42135.9510.00 15.00761.96278.710.370.91290.74123.10401.8110.00 15.00772.60315.040.410.96 1010.48385.69700.7310.00 15.00712.07370.010.520.95 1686.38662.731032.7410.00 15.00439.74647.821.470.85 2034.00875.811523.6410.00 15.00-28.54613.61-21.500.95 2339.591441.012054.6210.00 15.00 -9.59125.80-13.120.99 2288.032034.162159.96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KN10.00 15.00146.56114.440.78114.4410.00 15.00502.04213.800.430.91132.70103.62317.4210.00 15.00552.17241.330.440.96609.29304.69546.0210.00 15.00524.50279.620.530.95 1098.47516.41796.0310.00 15.00346.77485.121.400.85 1376.36675.071160.1910.00 15.00 -8.48461.07-54.380.95 1629.691097.281558.3510.00 15.00 -6.36115.92-18.220.99 1605.061542.831658.75天然本段总剩余下滑推力KN本段稳定系数321.100.42534.511052.700.38934.421783.070.392398.450.432473.740.622311.050.892278.440.95本段总剩余下滑推力KN本段稳定系数146.560.78234.47634.750.50590.461161.460.47579.141622.980.49484.861723.130.67220.401621.210.96-3.001598.701.04