1、Kn安 全系 数Fst剩余下滑力Pi（KN/m）1628.2410.570.5350.07613.141.06140.2621758.0812.300.157107.4531021.4710.360.070备 注重度值：素填土取19.22KN/m3；1粉质粘土取19.92KN/m3；3砾砂取19.93KN/m3；4粉质粘土取19.78KN/m3；5角砾取20.08KN/m3；1 残坡积粉质粘土取20.29KN/m3。附表9-2 11剖面（浅部）工程状态（一）稳定性计算表0.961.1172.29163.8126.97附表9-3 11剖面（浅部）工程状态（二）稳定性计算表0.800.2242.7
2、5287.80165.39附表9-4 11剖面（深部）现状稳定性计算表830.1313.320.6450.08414.600.64248.751984.9212.860.331529.381734.2610.800.262675.5342706.922.360.087629.00附表9-5 11剖面（深部）工程状态（一）稳定性计算表0.58298.65640.06830.22802.58附表9-6 11剖面（深部）工程状态（二）稳定性计算表0.48408.45883.551170.541184.46附表9-7 22剖面（浅部）现状稳定性计算表51.323.800.5410.06310.951.
3、09611.3010.140.36654.25985.789.52附表9-8 22剖面（浅部）工程状态（一）稳定性计算表0.9978.702.31附表9-9 22剖面（浅部）工程状态（二）稳定性计算表0.83132.4971.93附表9-10 22剖面（深部）现状稳定性计算表0.05910.221.3766.801175.899.960.314261.851083.0813.760.192261.2751158.7620.980.0520.30017.68附表9-11 22剖面（深部）工程状态（一）稳定性计算表1.2591.26322.51341.71附表9-12 22剖面（深部）工程状态（二
4、）稳定性计算表1.04145.05455.97518.69附表9-13 33剖面（浅部）现状稳定性计算表150.915.580.7150.0581.0319.001245.3413.800.24465.791189.5210.320.105附表9-14 33剖面（浅部）工程状态（一）稳定性计算表0.9428.89104.4335.42附表9-15 33剖面（浅部）工程状态（二）稳定性计算表0.7850.66189.44146.36附表9-16 33剖面（深部）现状稳定性计算表1.2235.181790.0815.000.471598.411955.6910.44718.632380.6231.060.26014.90附表9-17 33剖面（深部）工程状态（一）稳定性计算表1.1145.07689.10841.66附表9-18 33剖面（深部）工程状态（二）稳定性计算表0.9266.84888.621112.32128.20附表9-19 44剖面（浅部）现状稳定性计算表389.3010.180.4011.2426.75954.7916.3634.912970.1925.74656.445.800.035附表9-20 44剖面（浅部）工程状态（一）稳定性计算表滑
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