单桩承载力特征值计算表桩径(mm)q(kpa)siaqpa(kpa)ZK1ZK2ZK3ZK1ZK2ZK360060060080080080000000021.91.821.91.85.808.905.805.808.905.808.107.507.508.107.507.502.803.805.302.803.805.300.000.000.000.000.000.001.001.001.001.001.001.00参数素填土强风化微风化微风化素填土淤泥质土粉细砂粉质粘土泥质砂砂岩砂岩（1）(2)土(3)()岩(4)(5)(5)侧阻Qs(kN)09109009040005.71106.71308.51194.31475.51744.71131.01131.01131.02010.62010.62010.62026.72237.62439.53204.93486.23755.319.7023.1021.4019.7023.1021.40端阻桩承载力特Qp(kN)征值(kN)孔号深度i(m)
