一墙体容重25.0箱内填土厚度0.0二重力式挡土墙尺寸拟定（不包括齿坎）脱离体宽度11.0空箱顶宽度5.0完建期重力式挡土墙稳定计算(不包括齿坎)墙前后无水部位底板迎水面侧墙背水面侧墙两侧侧墙砼盖顶迎水面上下腋（2）背水面上下腋（2）两侧上下腋（4）箱顶填土箱内填土箱后填土墙后土压力1Σ重力式挡土墙稳定参数计算计算情况完建期墙前后址悬贴臂长度角宽度0.87.3-2.1-2.95.65.65.62.11.01.50.80.0箱顶加腋宽箱体迎背箱体两侧厚土壤湿容土壤饱和土壤浮容填土内回填土凝基地摩擦系地基承箱顶厚度均布度水面厚度度重容重重摩擦角聚力数载力荷载0.50.50.50.51.82.01.028.00.00.316.010.0底板厚度底板宽度底板顶高程底板底高程墙顶高程墙后填土高程墙后转折高程墙后水位墙前水位前址悬臂长度墙前防浪防浪贴墙墙角高顶宽高度度0.00.52.0ka0.4容重25.025.025.025.025.025.025.025.017.617.617.617.6宽度7.30.50.55.05.00.50.54.04.54.00.8高度0.85.25.25.20.50.50.50.52.00.07.78.5脱体宽11.010.010.01.011.010.010.01.011.010.011.011.0方向1.01.01.01.01.01.01.01.01.01.01.0-1.0垂直力1606.0650.0650.0650.0687.562.562.550.01746.40.01195.37360.1水平力力臂3.71.86.34.04.02.36.34.04.34.06.92.8抗力矩5861.91137.54062.52600.02750.0140.6390.6200.07422.00.08247.532812.724685.8倾力矩-2868.3-2868.3-8126.9-8126.9e0.3∑M抗32812.7∑M倾-8126.9∑G7360.1∑H-2868.3f0.3σmaxσminη1.6抗倾Kc4.0抗滑Kc0.8114.069.491.7水平力力臂3.71.86.34.04.02.36.34.04.34.06.92.80.84.06.91.31.73.74.9抗浮Kf/偏向后址三运行期重力式挡土墙稳定计算(不包括齿坎)墙后水位高于墙前水位部位底板迎水面侧墙背水面侧墙两侧侧墙砼盖顶迎水面上下腋（2）背水面上下腋（2）两侧上下腋（4）箱顶填土箱内填土箱后填土墙后土压力1墙前水重1箱内水重箱后水重墙前水压力墙后水压力浮托力渗透压力Σ重力式挡土墙稳定参数计算计算情况容重25.025.025.025.025.025.025.025.017.617.617.617.610.010.010.010.010.010.010.0宽度7.30.50.55.05.00.50.54.04.54.00.80.01.54.00.81.50.87.37.3高度0.85.25.25.20.50.50.50.52.00.07.78.53.14.24.23.14.23.91.1脱体宽11.010.010.01.011.010.010.01.011.010.011.011.011.011.011.011.011.011.011.0方向1.01.01.01.01.01.01.01.01.01.01.0-1.01.01.01.01.0-1.0-1.0-1.0垂直力1606.0650.0650.0650.0687.562.562.550.01746.40.01195.30.0516.51848.0369.6抗力矩5861.91137.54062.52600.02750.0140.6390.6200.07422.00.08247.50.0387.37392.02550.2338.3倾力矩-2868.3-8126.9258.2-184.8-3155.8-429.66508.8-2794.943480.5-308.0-11518.6-2090.7-22044.2e0.4∑M抗43480.5∑M倾-22044.2∑G6508.8∑H-2794.9f0.3σmaxσminη1.8抗倾Kc2.0抗滑Kc0.7104.857.381.1抗浮Kf1.8偏向前址65206.557.56.55906050100390300.20.253060完建期无水65206.557.56.55906050100390300.20.253060运行期墙后水位低于转折点