1、p=0.050.10.150.20.250.30.35p=1.081.21.371.611.932.342.83s=2.092.162.182.132.031.881.73地地下下车车库库三三单桩承载力计算（无梁楼盖地下车库AF，PW）0.000相当于绝对标高4.5桩顶相对标高-6.25孔点编号G9桩顶绝对标高（m）-1.75直径或边长（m）250周长（m）1.000内孔直径桩长（m）22面积Aj+pAp（m2）0.058160土层编号层顶标高（m）层厚Li（m）极限侧阻力fs（KPa）极限端阻力fpk（KPa）液化折减（）层侧阻力（KN）层端阻力（KN）p=0.8粉质粘土2.500.0015
2、.001.000.00桩端入持力层长度1淤泥质粉质粘土0.603.1515.001.0047.251.252淤泥质粉质粘土-4.903.6040.001.00144.003淤泥质粉质粘土-8.502.3040.001.0092.001粉质粘土夹粘土-10.805.6050.001.00280.00粉质粘土-16.406.1075.001.00457.507.1粉砂-22.501.2575.001.0093.757.2粉土-23.750.00110.001.000.008-23.750.000.001.000.00桩尖标高-23.754500.00263.16p=0.19s=2.14Li*qsk
3、=1114.50p=1.6Ra=fsi*Li/s+fp*Ap/p=685.27（KN）抗拔承载力标准值Rtk=ifsi*Li=780.15Rtd=392.715取360182.64取180单桩承载力计算（机械停车地下车库GN）0.000相当于绝对标高4.5桩顶相对标高-7.7孔点编号G9桩顶绝对标高（m）-3.20直径或边长（m）300周长（m）1.200内孔直径桩长（m）16面积Aj+pAp（m2）0.126160土层编号层顶标高（m）层厚Li（m）极限侧阻力fs（KPa）极限端阻力fpk（KPa）液化折减（）层侧阻力（KN）层端阻力（KN）p=2.80粉质粘土2.500.0015.001.
4、000.00桩端入持力层长度1淤泥质粉质粘土0.601.7015.001.0030.600.002淤泥质粉质粘土-4.903.6040.001.00172.803淤泥质粉质粘土-8.502.3040.001.00110.401粉质粘土夹粘土-10.805.6050.001.00336.00粉质粘土-16.402.8075.001.00252.007.1粉砂-19.200.0075.001.000.007.2粉土-19.200.00110.001.000.008-19.200.000.001.000.00桩尖标高-19.202500.00315.43p=0.26s=2.18Li*qsk=901.80p=1.37Ra=fsi*Li/s+fp*Ap/p=643.91（KN）抗拔承载力标准值Rtk=ifsi*Li=631.26Rtd=317.55
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