空箱式擋土墻計算

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一,重力式擋土墻尺寸擬定（不包括齒坎）,,,,,,,,,,,,,,,

"墻體

容重","脫離體

寬度","底板

厚度","底板

寬度","底板

頂高程","底板

底高程","墻頂

高程",墻后填土高程,"墻后轉(zhuǎn)

折高程","墻后

水位","墻前

水位","前址懸

臂長度","后址懸

臂長度","墻前貼

角寬度","墻前貼

角高度","防浪墻

頂寬","防浪墻

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

箱內(nèi)填土厚度,"空箱頂

寬度",加腋寬度,箱體迎背水面厚度,箱體兩側(cè)厚度,箱頂厚度,土壤濕容重,土壤飽和容重,土壤浮容重,填土內(nèi)摩擦角,回填土凝聚力,基地摩擦系數(shù),地基承載力,箱頂均布荷載,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,完建期重力式擋土墻穩(wěn)定計算(不包括齒坎)墻前后無水,,,,,,,,,,,,,,,

,部位,容重,寬度,高度,脫體寬,方向,垂直力,水平力,力臂,抗力矩,傾力矩,,,,,

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

,迎水面?zhèn)葔?25.0,0.5,5.2,10.0,1.0,650.0,,1.8,1137.5,,,,,,

,背水面?zhèn)葔?25.0,0.5,5.2,10.0,1.0,650.0,,6.3,4062.5,,,,,,

,兩側(cè)側(cè)墻,25.0,5.0,5.2,1.0,1.0,650.0,,4.0,2600.0,,,,,,

,砼蓋頂,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,,,,,,

,兩側(cè)上下腋（4）,25.0,4.0,0.5,1.0,1.0,50.0,,4.0,200.0,,,,,,

,箱頂填土,17.6,4.5,2.0,11.0,1.0,1746.4,,4.3,7422.0,,,,,,

,箱內(nèi)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,,,,,,

,墻后土壓力1,17.6,,8.5,11.0,-1.0,,-2868.3,2.8,,-8126.9,,,,,

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

,重力式擋土墻穩(wěn)定參數(shù)計算,,,,,,,,,24685.8,,,,,,

,計算情況,e,∑M抗,∑M傾,∑G,∑H,f,σmax,σmin,η,抗傾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,運行期重力式擋土墻穩(wěn)定計算(不包括齒坎)墻后水位高于墻前水位,,,,,,,,,,,,,,,

,部位,容重,寬度,高度,脫體寬,方向,垂直力,水平力,力臂,抗力矩,傾力矩,,,,,

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

,迎水面?zhèn)葔?25.0,0.5,5.2,10.0,1.0,650.0,,1.8,1137.5,,,,,,

,背水面?zhèn)葔?25.0,0.5,5.2,10.0,1.0,650.0,,6.3,4062.5,,,,,,

,兩側(cè)側(cè)墻,25.0,5.0,5.2,1.0,1.0,650.0,,4.0,2600.0,,,,,,

,砼蓋頂,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,,,,,,

,兩側(cè)上下腋（4）,25.0,4.0,0.5,1.0,1.0,50.0,,4.0,200.0,,,,,,

,箱頂填土,17.6,4.5,2.0,11.0,1.0,1746.4,,4.3,7422.0,,,,,,

,箱內(nèi)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,,,,,,

,墻后土壓力1,17.6,0.0,8.5,11.0,-1.0,0.0,-2868.3,2.8,0.0,-8126.9,,,,,

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

,箱內(nèi)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,,,,,,

,墻前水壓力,10.0,1.5,3.1,11.0,1.0,,258.2,1.3,338.3,,,,,,

,墻后水壓力,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,,,,,

,滲透壓力,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,,,,,

,重力式擋土墻穩(wěn)定參數(shù)計算,,,,,,,,,,,,,,,

,計算情況,e,∑M抗,∑M傾,∑G,∑H,f,σmax,σmin,η,抗傾Kc,抗滑Kc,抗