(填料内磨擦角30。基底磨擦系数0.4，均布荷载10kpa.基底最大压力150kpa)
选用号墙高Hh1hnb1截面尺寸b2b3Sn砼量m3①②③④⑤⑥⑦⑧⑨⑩、11XJA22000158025036025062000.20.6313.693XJA33000247037061028096000.21.0220.1196.1915.7547.566XJA44000329049089040011604000.21.8727.38616.2338.6312.1317.49011.8904.0192.9441.5420.94921.345017.8545.9314.3162.1511.38231.63336.65012.3358.9034.8022.2552.25564.94533.8756.19116.23331.56539.61259.78474.19061.871XJA4+45003710550101044013104300.22.2630.73231.5659.4312.2647.71641.15413.8299.9745.3452.6862.68672.98881.708XJA550004120640118048015304500.22.7334.29139.61212.3702.4609.17846.33715.22011.4656.0573.1253.12582.204XJA5+55004530700131053016704700.23.2437.75459.78413.2403.87610.69073.17124.17618.2139.7193.6963.696125.279XJA660004930770144059018105000.23.7841.28174.19016.1264.0639.61779.65426.27619.86010.6474.3554.355136.43771.0884.06374.190钢筋kg钢筋kg19.44797.91065.5603.876各段钢筋合计每段总量40.79271.700145.304188.947222.8520258.1950364.32400431.777634375.822354035.52071反滤层:砂石层反滤层:土工布透水性填料形布置伸缩缝：填沥青麻丝每25米设一道m3m2m30.5m/个m/道0.2341.381.150.5012.272.600.7473.094.620.8733.515.840.9963.927.211.1194.338.731.2394.7310.394.256.288.49.4410.4811.5312.59XJA7XJA8700080006056677050863012001430640700220024505005000.20.246.58852.32187.86197.21718.89720.6734.5824.9159.6179.61791.428102.56432.44036.72820.61923.3129.71911.1365.7697.4285.7697.428154.207173.7394.5824.91587.86197.217252.418283.2992301.7974716870.193628015.112
1.57685.85614.141.7916.5718.4614.6416.7
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