空箱式挡土墙计算

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一,重力式挡土墙尺寸拟定（不包括齿坎）,,,,,,,,,,,,,,,

"墙体

容重","脱离体

宽度","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","后址悬

臂长度","墙前贴

角宽度","墙前贴

角高度","防浪墙

顶宽","防浪墙

高度"

25.0,11.0,0.8,7.3,-2.1,-2.9,5.6,5.6,5.6,2.1,1.0,1.5,0.8,0.0,0.0,0.5,2.0

箱内填土厚度,"空箱顶

宽度",加腋宽度,箱体迎背水面厚度,箱体两侧厚度,箱顶厚度,土壤湿容重,土壤饱和容重,土壤浮容重,填土内摩擦角,回填土凝聚力,基地摩擦系数,地基承载力,箱顶均布荷载,ka,,

0.0,5.0,0.5,0.5,0.5,0.5,1.8,2.0,1.0,28.0,0.0,0.3,16.0,10.0,0.4,,

二,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,容重,宽度,高度,脱体宽,方向,垂直力,水平力,力臂,抗力矩,倾力矩,,,,,

,底板,25.0,7.3,0.8,11.0,1.0,1606.0,,3.7,5861.9,,,,,,

,迎水面侧墙,25.0,0.5,5.2,10.0,1.0,650.0,,1.8,1137.5,,,,,,

,背水面侧墙,25.0,0.5,5.2,10.0,1.0,650.0,,6.3,4062.5,,,,,,

,两侧侧墙,25.0,5.0,5.2,1.0,1.0,650.0,,4.0,2600.0,,,,,,

,砼盖顶,25.0,5.0,0.5,11.0,1.0,687.5,,4.0,2750.0,,,,,,

,迎水面上下腋（2）,25.0,0.5,0.5,10.0,1.0,62.5,,2.3,140.6,,,,,,

,背水面上下腋（2）,25.0,0.5,0.5,10.0,1.0,62.5,,6.3,390.6,,,,,,

,两侧上下腋（4）,25.0,4.0,0.5,1.0,1.0,50.0,,4.0,200.0,,,,,,

,箱顶填土,17.6,4.5,2.0,11.0,1.0,1746.4,,4.3,7422.0,,,,,,

,箱内填土,17.6,4.0,0.0,10.0,1.0,0.0,,4.0,0.0,,,,,,

,箱后填土,17.6,0.8,7.7,11.0,1.0,1195.3,,6.9,8247.5,,,,,,

,墙后土压力1,17.6,,8.5,11.0,-1.0,,-2868.3,2.8,,-8126.9,,,,,

,Σ,,,,,,7360.1,-2868.3,,32812.7,-8126.9,,,,,

,重力式挡土墙稳定参数计算,,,,,,,,,24685.8,,,,,,

,计算情况,e,∑M抗,∑M倾,∑G,∑H,f,σmax,σmin,η,抗倾Kc,抗滑Kc,抗浮Kf,偏向,,

,完建期,0.3,32812.7,-8126.9,7360.1,-2868.3,0.3,114.0,69.4,1.6,4.0,0.8,/,后址,,

,,,,,,,,91.7,,,,,,,,

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,容重,宽度,高度,脱体宽,方向,垂直力,水平力,力臂,抗力矩,倾力矩,,,,,

,底板,25.0,7.3,0.8,11.0,1.0,1606.0,,3.7,5861.9,,,,,,

,迎水面侧墙,25.0,0.5,5.2,10.0,1.0,650.0,,1.8,1137.5,,,,,,

,背水面侧墙,25.0,0.5,5.2,10.0,1.0,650.0,,6.3,4062.5,,,,,,

,两侧侧墙,25.0,5.0,5.2,1.0,1.0,650.0,,4.0,2600.0,,,,,,

,砼盖顶,25.0,5.0,0.5,11.0,1.0,687.5,,4.0,2750.0,,,,,,

,迎水面上下腋（2）,25.0,0.5,0.5,10.0,1.0,62.5,,2.3,140.6,,,,,,

,背水面上下腋（2）,25.0,0.5,0.5,10.0,1.0,62.5,,6.3,390.6,,,,,,

,两侧上下腋（4）,25.0,4.0,0.5,1.0,1.0,50.0,,4.0,200.0,,,,,,

,箱顶填土,17.6,4.5,2.0,11.0,1.0,1746.4,,4.3,7422.0,,,,,,

,箱内填土,17.6,4.0,0.0,10.0,1.0,0.0,,4.0,0.0,,,,,,

,箱后填土,17.6,0.8,7.7,11.0,1.0,1195.3,,6.9,8247.5,,,,,,

,墙后土压力1,17.6,0.0,8.5,11.0,-1.0,0.0,-2868.3,2.8,0.0,-8126.9,,,,,

,墙前水重1,10.0,1.5,3.1,11.0,1.0,516.5,,0.8,387.3,,,,,,

,箱内水重,10.0,4.0,4.2,11.0,1.0,1848.0,,4.0,7392.0,,,,,,

,箱后水重,10.0,0.8,4.2,11.0,1.0,369.6,,6.9,2550.2,,,,,,

,墙前水压力,10.0,1.5,3.1,11.0,1.0,,258.2,1.3,338.3,,,,,,

,墙后水压力,10.0,0.8,4.2,11.0,-1.0,,-184.8,1.7,,-308.0,,,,,

,浮托力,10.0,7.3,3.9,11.0,-1.0,-3155.8,,3.7,,-11518.6,,,,,

,渗透压力,10.0,7.3,1.1,11.0,-1.0,-429.6,,4.9,,-2090.7,,,,,

,Σ,,,,,,6508.8,-2794.9,,43480.5,-22044.2,,,,,

,重力式挡土墙稳定参数计算,,,,,,,,,,,,,,,

,计算情况,e,∑M抗,∑M倾,∑G,∑H,f,σmax,σmin,η,抗倾Kc,抗滑Kc,抗