浸水区仰斜式挡土墙工程量计算表
墙高B1HB21B4H3基础高N1N2H4交安部浆砌墙身高浆砌墙身宽浆砌墙身分高度度截面积H5=H-H3-H41.902.703.504.505.406.107.108.109.0010.00B5=B4+B4/N2*N1-B211.521.571.822.222.672.782.872.923.023.22片石砼基础截面积交安部分片石砼面积S3=（0.5+S2=(B5+B21)*H3+(B5（0.5+0.496*0.25））S1=B5*H5+B21)*(B4/N2)/2*0.496/2+B5*(H4-0.496)2.8814.2356.3619.97414.42116.92820.37323.66827.19432.2101.2231.8552.8013.3624.4526.06.2546.367.177.6060.4360.4420.4680.5090.5560.5670.5770.5830.5930.6143.004.005.006.007.008.009.0010.0011.0012.001.311.411.712.112.512.612.712.762.863.060.30.50.650.650.70.90.90.9111.731.972.352.733.213.503.593.3.834.020.50.70.90.91.01.31.31.31.41.40.250.250.250.250.250.250.250.250.250.2555555555550.60.60.60.60.60.60.60.60.60.62012/4/15备注
