剖面9轴线素填土18016.0603482.9016.825.801.980.24831.966513.290.46129.8059.71可塑粘土1307.2842.225.802.30.24650.3013硬塑粘土19010.3159.805.804.40.23561.8788可塑粘土1307.2842.225.805.10.23260.5985软塑粉质粘土803.7621.815.805.90.22580.5838硬塑粘土19010.3159.805.806.50.22060.4067硬塑粘土19010.3110.311.0010.60.18692.1890粉土1105.425.421.00160.14971.6562经计算:相邻柱基的沉降差≤0.002L(L为相邻柱间距),满足规范要求。沉降、整体倾斜计算表6-2计算项目土层P0(kPa)Zn(m)fak(kPa)fspk(kPa)压缩模量Es(MPa)计算压缩模量值Esi(MPa)模量提高系数ζzi4)(MPa)ψs(mm)S(mm)沉降差整体沉降差/L1#楼1剖面H轴线素填土18013.0602902.9014.024.830.140.24990.139911.050.55113.6862.523.800.0003软塑粉质粘土803.7618.164.832.020.24481.8380硬塑粘土19010.3149.804.834.500.22071.9946硬塑粘土19010.3110.311.005.900.20430.8489粉土1105.425.421.0013.000.13422.15691#楼1剖面A轴线素填土18017.0602662.9012.864.432.100.24642.069811.760.52127.5466.32硬塑粘土19010.3145.674.435.000.22252.3802
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