滑坡计算表格.xls

1、滑滑坡坡稳稳定定性性及及推推力力计计算算是否考虑动水压力：是1,否00 0名称周周新新条块参数附加力滑坡推力安全系数t条块水平长L（m)平均高h(m)滑面倾角(）土体重度内摩擦角粘聚力C滑床以上地下水高度hs(m)动水压力浮力后缘裂缝地下水高度静水压力422114.51700001382114.51700001362114.51700001322114.51700001302114.51700001252114.51700001232114.51700001192114.51700001172114.517000012114.51700012114.517000012114.517000014

2、105.0552114.517000015105.2-52114.517000016101.5-172114.51700001303.9218.516.7181916.729滑滑坡坡稳稳定定性性及及推推力力计计算算是否考虑动水压力：是1,否00 0名称剖面2条块参数附加力滑坡推力安全系数t面积 水平长平均高滑面倾角土体（饱水）重度内摩擦角粘聚力C滑床以上地下水高度Ho动水压力浮力后缘裂缝地下水高度静水压力20182200001.3520182200001.3520182200001.3520182200001.3520182200001.3520182200001.3520182200001.

3、3520182200001.3520182200001.3522312200001.1500069.57922312200001.18.3132.23.7874.0552231220001.160.6856.39.63452231220001.127.0423.77.3141.732231220001.111.1344.22.6535.5382231220001.116.46.53说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入0计算结果滑面长L重力W抗滑力R（kN/m）下滑力T（kN/m）本段阻滑比传递系数剩余下滑力P（kN/

4、m）本段稳定性系数K0.000.000.000.00#DIV/0!0.9800.00#DIV/0!0.000.000.000.00#DIV/0!0.9900.00#DIV/0!0.000.000.000.00#DIV/0!0.9800.00#DIV/0!0.000.000.000.00#DIV/0!0.9900.00#DIV/0!0.000.000.000.00#DIV/0!0.9740.00#DIV/0!0.000.000.000.00#DIV/0!0.9900.00#DIV/0!0.000.000.000.00#DIV/0!0.9800.00#DIV/0!0.000.000.000.00#

5、DIV/0!0.9900.00#DIV/0!0.000.000.000.00#DIV/0!0.8810.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0190.00#DIV/0!10.041060.50443.8792.434.8020.9400.004.80210.041092.00451.99-95.17-4.7490.9240.00-56.33010.46315.00255.67-92.10-2.7760.000

6、.00-10.61565-10.615651151.53-94.84-12.141-10.616说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入0计算结果滑面长L重力W抗滑力R下滑力T本段阻滑比传递系数剩余下滑力Ei本段稳定性系数K0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#D

7、IV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!1.0000.00#DIV/0!0.000.000.000.00#DIV/0!0.9120.00#DIV/0!00.000.000.00#DIV/0!1.0440.00#DIV/0!8.008182.89206.36175.851.

8、1740.5820.001.1748.911335.07763.25944.040.8090.964275.190.8414.958594.92375.85395.990.9490.929325.050.8755.161244.95233.31142.371.639225.39225.390.9490.9491578.771658.250.9520.949本段总剩余阻滑力本段总剩余下滑力条块水平长L（m)平均高h(m)滑面倾角(）滑床以上地下水高度hs(m)抗滑力R（kN/m）下滑力T（kN/m）0.000.000004200.000.000.000.000003800.000.000.000

9、.000003600.000.000.000.000003200.000.000.000.000003000.000.000.000.000002500.000.000.000.000002300.000.000.000.000001900.000.000.000.000001700.000.000.000.00000000.000.000.000.00000000.000.000.000.00000000.000.00443.8792.434105.0550443.8792.43837.63(14.87)5105.2-50451.99-95.171059.12(99.77)6101.5-17

10、0255.67-92.10滑滑坡坡稳稳定定性性及及推推力力计计算算是否考虑动水压力：是1,否0名称1条块参数本段总剩余阻滑力本段总剩余下滑力面积 水平长平均高滑面倾角土体（饱水）重度内摩擦角 粘聚力C0.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.002018220.000.00201822206.36175.85201822870.931035.7947.2 13.84 3.41

11、0653.132018221167.401333.6034.6 6.929 4.993327.332018221374.151448.0020.9 9.316 2.243512.74201822说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入0说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入030.0873.41传递系数剩余下滑力P（kN/m）本段稳定性系数K0.9800.00#DIV/0!0.9900.00#DIV/0!0.9800.00#DIV/0!0.990

12、0.00#DIV/0!0.9740.00#DIV/0!0.9900.00#DIV/0!0.9800.00#DIV/0!0.9900.00#DIV/0!0.8810.00#DIV/0!1.0000.00#DIV/0!1.0000.00#DIV/0!1.0190.00#DIV/0!0.9400.004.8020.9240.00-56.3300.00-10.6161 1说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入0附加力滑坡推力安全系数t计算结果滑床以上地下水高度Ho动水压力浮力后缘裂缝地下水高度静水压力滑面长L重力W抗滑力R00

13、001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.0000001.350.000.000.000001.350.000.000.000001.3523.07944.2691.610001.357.8692371.350001.359.551418342.59

14、1405.56下滑力T本段阻滑比 传递系数剩余下滑力EijRijTij本段稳定性系数K0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000

15、.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!1.0000.000.5780.000.00#DIV/0!0.00#DIV/0!0.8600.000.5780.000.00#DIV/0!755.360.9160.759328.120.672464.98507.840.916317.711.1690.886306.570.886328.98

16、281.461.01392.183.71753.4453.441.2891.289说明：本表设计15条块，不足15条块时按表中第15条块为最末条块往上推，多余行（实际第1条块以上行）水平长栏中输入0计算结果1165.251.206793.96789.301.289本段总剩余阻滑力本段总剩余下滑力本段稳定性系数K0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!0.0000.000#DIV/0!691.614755.3590.91560961836.330825.5481.013060791136.5571136.557881.480881.4801.2893733heysheysheys