附表9-1滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1628.2410.570.5350.07613.14140.2621758.0812.300.1570.07613.14107.4531021.4710.360.0700.07613.141.06010備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-2滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1628.2410.570.5350.07613.14172.2921758.0812.300.1570.07613.14163.8131021.4710.360.0700.07613.140.9601.126.97備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-3滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1628.2410.570.5350.07613.14242.7521758.0812.300.1570.07613.14287.8031021.4710.360.0700.07613.140.800.21.1165.39備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-4滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1830.1313.320.6450.08414.60248.7521984.9212.860.3310.08414.60529.3831734.2610.800.2620.08414.600.6401675.5342706.922.360.0870.08414.60629.00備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-5滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1830.1313.320.6450.08414.60298.6521984.9212.860.3310.08414.60640.0631734.2610.800.2620.08414.600.5801.1830.2242706.922.360.0870.08414.60802.58備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-6滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1830.1313.320.6450.08414.60408.4521984.9212.860.3310.08414.60883.5531734.2610.800.2620.08414.600.480.21.11170.5442706.922.360.0870.08414.601184.46備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-7滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.06310.9502611.3010.140.3660.06310.9554.253985.789.520.0870.06310.951.09010備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-8滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.06310.9502611.3010.140.3660.06310.9578.703985.789.520.0870.06310.950.9901.12.31備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-9滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.06310.9502611.3010.140.3660.06310.95132.493985.789.520.0870.06310.950.830.21.171.93備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-10滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.05910.2202611.3010.140.3660.05910.2266.8031175.899.960.3140.05910.221.3701261.8541083.0813.760.1920.05910.22261.2751158.7620.980.0520.30017.680備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-11滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.05910.2202611.3010.140.3660.05910.2291.2631175.899.960.3140.05910.221.2501.1322.5141083.0813.760.1920.05910.22341.7151158.7620.980.0520.30017.680備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-12滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)151.323.800.5410.05910.2202611.3010.140.3660.05910.22145.0531175.899.960.3140.05910.221.040.21.1455.9741083.0813.760.1920.05910.22518.6951158.7620.980.0520.30017.680備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-13滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05813.1419.0021245.3413.800.2440.05813.1465.7931189.5210.320.1050.05813.141.03010備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-14滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05813.1428.8921245.3413.800.2440.05813.14104.4331189.5210.320.1050.05813.140.9401.135.42備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-15滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05813.1450.6621245.3413.800.2440.05813.14189.4431189.5210.320.1050.05813.140.780.21.1146.36備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

附表9-16滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05910.2235.1821790.0815.000.4710.05910.22598.4131955.6910.440.1920.05910.221.2201718.6342380.6231.060.0520.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-17滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05910.2245.0721790.0815.000.4710.05910.22689.1031955.6910.440.1920.05910.221.1101.1841.6642380.6231.060.0520.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-18滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1150.915.580.7150.05910.2266.8421790.0815.000.4710.05910.22888.6231955.6910.440.1920.05910.220.920.21.11112.3242380.6231.060.0520.26014.90128.20備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-19滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2226.752954.7916.360.2440.05910.2234.9132970.1925.740.1050.05910.221.240104656.445.800.0350.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-20滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2241.942954.7916.360.2440.05910.2272.8432970.1925.740.1050.05910.221.1201.104656.445.800.0350.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-21滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2275.372954.7916.360.2440.05910.22156.3032970.1925.740.1050.05910.220.940.21.1126.884656.445.800.0350.05910.2258.34備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-22滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2226.752954.7916.360.2440.05910.2234.9134333.3526.780.2960.05910.221.4301780.4741287.245.840.1220.05910.22782.2053395.9838.3600.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-23滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2241.942954.7916.360.2440.05910.2272.8434333.3526.780.2960.05910.221.3001.1944.8741287.245.840.1220.05910.22958.1053395.9838.3600.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1389.3010.180.4010.05910.2275.372954.7916.360.2440.05910.22156.3034333.3526.780.2960.05910.221.080.21.11306.5641287.245.840.1220.05910.221345.0953395.9838.3600.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。附表9-244一4一4‘剖面(深部)工程狀態(tài)(二)穩(wěn)定性計(jì)算表附表9-25滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.22022273.8227.960.1570.05910.22032027.9027.540.1050.05910.221.4401042193.3919.340.1740.05910.2205565.8415.18-0.0520.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-26滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.22022273.8227.960.1570.05910.22032027.9027.540.1050.05910.221.3101.1042193.3919.340.1740.05910.2205565.8415.18-0.0520.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-27滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.2214.0822273.8227.960.1570.05910.2264.3432027.9027.540.1050.05910.221.090.21.1042193.3919.340.1740.05910.22119.915565.8415.18-0.0520.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-28滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.22022273.8227.960.1570.05910.22034758.5530.360.4530.05910.221.54011450.8445915.6119.300.1570.05910.221745.3153681.815.160.0350.05910.221476.3466721.9144.48-0.0700.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-29滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.22022273.8227.960.1570.05910.22034758.5530.360.4530.05910.221.4001.11700.1845915.6119.300.1570.05910.222072.0153681.8015.160.0350.05910.221811.1566721.9144.48-0.070.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-30滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1177.796.640.4010.05910.2214.0822273.8227.960.1570.05910.2264.3434758.5530.360.4530.05910.221.160.21.12248.7445915.6119.300.1570.05910.222790.7453681.8015.160.0350.05910.222547.7266721.9144.48-0.0700.26014.900備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-31滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.05910.22021645.5819.020.1570.05910.22033242.6729.460.1920.05910.221.2401041352.969.680.2440.05910.22144.8051841.4231.9400.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-32滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.05910.22021645.5819.020.1570.05910.22033242.6729.460.1920.05910.221.1301.190.9341352.969.680.2440.05910.22274.1451841.4231.9400.05910.220備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-33滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.05910.22021645.5819.020.1570.05910.22033242.6729.460.1920.05910.220.940.21.1303.2241352.969.680.2440.05910.22558.7151841.4231.9400.05910.2298.99備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-34滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.08414.6021645.5819.020.1570.08414.6034758.5530.540.3310.08414.61.3401381.3345473.8510.620.4880.08414.62385.9951919.9431.960.0350.26016.35901.7464215.1245.13-0.0350.26016.350備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-35滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.08414.6021645.5819.020.1570.08414.6034758.5530.540.3310.08414.61.2101.1570.5245473.8510.620.4880.08414.62831.9951919.9431.960.0350.26016.351257.5564215.1245.13-0.0350.26016.350備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-36滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1464.4916.040.1920.08414.6021645.5819.020.1570.08414.6034758.5530.540.3310.08414.61.010.21.1986.7445473.8510.620.4880.08414.63813.1951919.9431.960.0350.26016.352040.3364215.1245.13-0.0350.26016.350備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1756.589.060.4530.06310.95189.0121160.4426.780.1740.06310.9513.9731362.4712.140.5230.06310.951.1201486.5742542.3133.2800.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-38滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1756.589.060.4530.06310.95222.1221160.4426.780.1740.06310.9565.3231362.4712.140.5230.06310.951.0201.1603.9842542.3133.2800.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-39滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1756.589.060.4530.06310.95294.9721160.4426.780.1740.06310.95178.2831362.4712.140.5230.06310.950.850.21.1862.2942542.3133.2800.06310.95195.06備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1315.5711.400.2440.06310.9502881.1616.540.1390.06310.95031318.1512.960.4880.06310.951.1001228.524848.016.600.1570.06310.95218.9151500.2421.780.0170.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-41滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1315.5711.400.2440.06310.9502881.1616.540.1390.06310.95031318.1512.960.4880.06310.951.0001.1309.304848.016.600.1570.06310.95306.9151500.2421.780.0170.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-42滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1315.5711.400.2440.06310.9502881.1616.540.1390.06310.95031318.1512.960.4880.06310.950.840.21.1487.014848.016.600.1570.06310.95500.5051500.2421.780.0170.06310.95191.75備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)11079.7719.360.2960.06310.9537.8221474.8613.260.4530.06310.95454.3737028.1110.760.0350.06310.951.100188.644654.9711.06-0.0520.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-44滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)11079.7719.360.2960.06310.9569.3221474.8613.260.4530.06310.95550.3437028.1110.760.0350.06310.951.0001.1198.484654.9711.06-0.0520.06310.950備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-45滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)11079.7719.360.2960.06310.95138.6121474.8613.260.4530.06310.95761.4737028.1110.760.0350.06310.950.830.21.1440.134654.9711.06-0.0520.06310.95228.75備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4粉質(zhì)粘土取19.78KN/m3；②5角礫取2O.O8KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。

附表9-46滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1446.8110.120.8020.07112.41173.462555.636.930.3140.07112.41195.463995.4316.140.1050.07112.410.960121.95備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1446.8110.120.8020.07112.41205.572555.636.930.3140.07112.41239.913995.4316.140.1050.07112.410.8701.175.21備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；附表9-4710—10—107剖面(滑坡)工程狀態(tài)(一)穩(wěn)定性計(jì)算表附表9-48滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1446.8110.120.8020.07112.41276.232555.636.930.3140.07112.41337.723995.4316.140.1050.07112.410.730.21.1192.40備注重度值：①素填土取19.22KN/m3；②］粉質(zhì)粘土取19.92KN/m3；②3礫砂取19.93KN/m3；②4②5角礫取20.08KN/m3:③］殘坡積粉質(zhì)粘土取20.29KN/m3。粉質(zhì)粘土取19.78KN/m3；

滑塊編號滑塊重力W(KN/m)滑面長度L(m)滑面傾角a(°)內(nèi)摩擦角(°)粘聚力C(KPa)穩(wěn)定系數(shù)Fs地震影響系數(shù)Kn安全系數(shù)Fst剩余下滑力P.1(KN/m)1392.288.560.5930.08013.8774.4221685.7617.980.2790.08013.87153.883