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1、挡土墙结构尺寸及工程量墙高断面尺寸H(cm)n1n2B1H3B21B4B41h1200.00.255835010899017.71300.00.255104501010911121.71400.00.255124501012813025.52500.00.255145501014815129.52600.00.255167601517317734.67700.00.255189702019920339.81800.00.255210802522422844.76900.00.255232903025025449.901000.00.2552531003027027553.90勿删浆砌片石 土方
2、开挖 换填二灰土 回填土方埋入土内片石换填二灰土m3m3m3m3123合计换填深度襟边2.218.42.494.490.080.470.831.38100703.819.02.764.550.120.571.041.73100705.809.73.024.600.170.671.242.08100708.2510.43.304.660.230.781.452.451007011.4311.43.684.770.321.091.502.911007015.1112.34.074.870.421.461.513.391007019.2113.34.454.960.531.881.473.88100
3、7023.8914.34.875.030.652.361.394.401007028.8915.15.205.060.762.831.274.8610070回填土方=90-atan(n2)=atan(n1)=90+-=坡度单侧加宽 基础埋深弧度角度弧度角度弧度角度弧度角度0.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.61849
4、2.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.30990.25501500.197411.30990.245014.03621.
5、618492.72630.197411.30990.25501500.197411.30990.245014.03621.618492.72630.197411.3099=180-弧度角度1.325875.96381.325875.96381.325875.96381.325875.96381.325875.96381.325875.96381.325875.96381.325875.96381.325875.9638桩号长度高度桩号高度1002.4822100115152.89642.69115130153.31043.10130145153.72463.52145160154.13883.
6、93160175154.55284.35175190154.9674.76190205155.38125.17205220155.79525.59220235155.98165.89235250156.1686.07250265156.3546.26265280156.54086.45280295157.36546.95295310157.70967.54310325158.05387.88325340158.3988.23340352.3212.329.19988.80346.67381.048.95448.50377.21394.7713.738.057.74394.77409.77157.43887.10409.77424.77156.76286.42424.77439.77156.08665.75439.77454.77155.41065.07454.77469.77154.73444.40469.77484.77154.05843.72484.77502.517.733.38223.03502.52.6732