单桩承载力计算表格.xls

地层编号地层名称，状态层底深度（m)地层厚度（m）极限侧阻标准值(kpa)桩侧阻力（kpa)桩尖平均阻力（kpa)/1-1 粉质粘土，可塑0.600150.001粘土，软塑2.901.901019.002粉土，稍密4.201.301519.502A粘土，软塑5.301.1012.513.752粉土，稍密6.100.801512.003淤泥质粘土，流塑7.901.80916.204粘土，可塑11.103.202580.005含砂姜粘土，硬塑16.404.9060294.002500.00送桩=1.00桩长=15.00454.452500.00桩型桩经(m)桩周(m)桩端面积极限承载力(KN)圆桩0.300.94428.310.07176.71605.020.401.26571.080.13314.16885.240.501.57713.850.20490.871204.720.601.88856.620.28706.861563.48方桩0.301.20545.340.09225.00770.340.401.60727.120.16400.001127.120.502.00908.900.25625.001533.90ils ikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ注：黄色区域为数据输入区，绿色区为计算过程中两个重要参数区粉色区为最终的单桩竖向极限承载力标准值必须保留此空行