翼墙稳定计算成果

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1、上游直线段翼墙稳定计算成果表荷载组合运用工况抗滑安全系数基底应力（kPa）地基应力不均匀系数Kc[Kc]PmaxPminη[η]基本组合无水工况0.8891.25127.55122.971.0371.50设计工况1现状1.0981.2597.1972.561.341.50规划1.0861.2598.0975.701.301.50设计工况2现状0.7991.2583.8778.721.0651.50规划0.8321.2587.2080.181.0881.50设计工况3现状0.7791.2580.8576.311.0611.50规划0.

2、8111.2584.0877.561.0841.50特殊组合校核工况1现状0.7661.1078.6373.461.072.00规划0.7951.1081.4374.641.0912.00校核工况20.7131.1097.5392.851.052.00校核工况30.8641.0592.8687.171.0652.00上游圆弧段翼墙稳定计算成果表荷载组合运用工况抗滑安全系数基底应力（kPa）地基应力不均匀系数Kc[Kc]PmaxPminη[η]基本组合无水工况0.7971.25122.61122.521.001.50设计工况1现状0.

3、9761.2579.6179.441.0021.50规划0.9931.2581.9581.761.0021.50设计工况2现状0.9761.2579.6179.441.0021.50规划0.9931.2581.9581.761.0021.50设计工况3现状0.9561.2576.75676.6071.0021.50规划0.9711.2578.83578.6691.0021.50特殊组合校核工况1现状0.9371.1073.89873.7721.00172.00规划0.9501.1075.78275.641.00182.00校核工况2

4、0.8011.1096.34396.3351.002.00校核工况30.8731.0586.66886.611.002.00下游直线段翼墙稳定计算成果表荷载组合运用工况抗滑安全系数基底应力（kPa）地基应力不均匀系数Kc[Kc]PmaxPminη[η]基本组合无水工况0.8101.25137.74135.331.0181.50设计工况1现状0.6291.25112.8499.481.1341.50规划0.6381.25113.12100.331.1271.50设计工况2现状0.7341.2588.4288.161.0031.50规划

5、0.7511.2591.1689.921.0141.50设计工况3现状0.7031.2588.1285.081.0361.50规划0.7251.2589.5888.311.0141.50特殊组合校核工况1现状0.6731.1088.6181.811.0832.00规划0.6931.1090.2085.151.0592.00校核工况21.0421.10103.7174.381.3942.00校核工况30.6671.05108.9896.521.1292.00下游圆弧段翼墙稳定计算成果表荷载组合运用工况抗滑安全系数基底应力（kPa）地基

6、应力不均匀系数Kc[Kc]PmaxPminη[η]基本组合无水工况0.8211.25123.193123.1341.001.50设计工况1现状0.7821.25103.268103.2661.001.50规划0.7821.25103.268103.2661.001.50设计工况2现状0.9951.2580.54480.4451.001.50规划1.0151.2582.96082.8461.0011.50设计工况3现状0.9841.2579.17479.0821.0011.50规划1.0041.2581.58981.4831.0011

7、.50特殊组合校核工况1现状0.9771.1078.19578.1091.002.00规划0.9971.1080.80580.7051.002.00校核工况20.9641.1076.56376.4861.002.00校核工况30.7791.0596.84396.8031.002.00