附表4.2-1 6─6'剖面边坡沿地面滑移稳定性计算表计算剖面计算工况条块编号E1E2E3E4E5E6E7E8E9E1E2E3E4E5E6E7E8E9重度(kN/m3)21.0021.0021.0019.1019.1019.1019.1019.1019.1022.0022.0022.0020.0020.0020.0020.0020.0020.00面积(m2)44.12116.70144.50167.4118.2056.1022.257.1030.7044.12116.70144.50167.4118.2056.1022.257.1030.70动荷载(kN/m)20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.00 条块重量(kN/m)946.522470.703054.503217.53367.621091.51444.98155.61606.37990.642587.403199.003368.20384.001142.00465.00162.00634.00滑面长(m)12.6010.9010.1014.202.008.405.902.0510.9812.6010.9010.1014.202.008.405.902.0510.98滑面倾角(°)44.0028.0025.0011.004.002.0019.0013.0019.0044.0028.0025.0011.004.002.0019.0013.0019.00内聚力(kpa)3.03.03.025.825.825.825.825.825.80.00.00.019.3519.3519.3519.3519.3519.35内摩擦角(°)32.0032.0032.0013.8013.8013.8013.8013.8013.8030.0030.0030.0010.3510.3510.3510.3510.3510.35传递系数0.790.970.820.960.991.030.971.020.870.800.970.830.970.991.010.981.010.89抗滑力(kN/m)463.251395.851760.141142.14141.68484.66255.5690.13424.11411.421318.981673.90878.61108.66370.98194.4668.50321.94累积抗滑力(kN/m)463.251761.373461.493977.543970.504418.714798.514739.165258.98411.421648.993270.803595.413597.253943.114175.824141.734520.05下滑力(kN/m)657.511159.921290.89613.9325.6438.09144.8735.00197.41688.161214.711351.96642.6826.7939.86151.3936.44206.41累积下滑力(kN/m)657.511678.712912.402999.562913.052924.403151.503088.333348.12688.161766.703062.853186.753118.863136.933318.753273.663524.63稳定系数0.701.051.191.331.361.511.521.531.570.600.931.071.131.151.261.261.271.28安全系数1.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.35剩余下滑力(kN/m)424.38504.89470.2571.860.000.000.000.000.00517.59736.05864.04706.70613.21291.75304.49277.71238.20天然6-6'饱和附表4.2-2 12─12剖面边坡沿地面滑移稳定性计算表计算剖面计算工况条块编号E1E2E3E4E5E6E7E8E9E1E2E3E4E5E6E7E8E9重度(kN/m3)19.0019.1019.1019.1019.1019.1019.1019.1019.1021.0020.0020.0020.0020.0020.0020.0020.0020.00面积(m2)272.7184.4820.657113.7313.299129.799.95631.63616.762272.7184.4820.657113.7313.299129.799.95631.63616.762动荷载(kN/m)20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.00 条块重量(kN/m)5201.303543.60414.552192.24274.012498.92210.16624.25340.155746.703709.63433.142294.60285.982615.73219.12652.72355.24滑面长(m)33.4524.216214.5322.09415.1362.077.6649.16633.4524.216214.5322.09415.1362.077.6649.166滑面倾角(°)31.0010.007.0015.0017.0024.0015.0019.006.0031.0010.007.0015.0017.0024.0015.0019.006.00内聚力(kpa)0.025.825.825.825.825.825.825.825.80.0019.3519.3519.3519.3519.3519.3519.3519.35内摩擦角(°)30.0013.8013.8013.8013.8013.8013.8013.8013.8026.0010.3510.3510.3510.3510.3510.3510.3510.35传递系数0.730.991.021.011.020.951.010.920.970.760.991.021.011.010.961.010.930.98抗滑力(kN/m)2574.051481.94152.66895.04118.39951.24103.27342.71319.572402.511135.79117.22685.9890.47729.3078.71261.01241.89累积抗滑力(kN/m)2574.053352.443457.424437.004590.725645.165462.025885.005728.582402.512958.803043.683777.403889.644676.524564.054872.084788.94下滑力(kN/m)2678.87615.3450.52567.3980.111016.4054.39203.2435.562959.77644.1752.79593.8983.611063.9156.71212.5037.13累积下滑力(kN/m)2678.872562.012576.093206.473312.124402.974233.984499.454171.072959.772890.022911.223550.783654.864772.874634.464894.724605.31稳定系数0.961.311.341.381.391.281.291.311.370.811.021.051.061.060.980.981.001.04安全系数1.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.35剩余下滑力(kN/m)1042.42106.2720.300.000.00298.86253.86189.250.001593.17942.73886.481016.151044.411766.861692.481735.791428.23天然12-12'饱和