单桩承载力计算表格(完美版)

////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=15.00454.452500.000.300.94428.310.07176.71605.020.401.26571.080.13314.16885.240.501.57713.850.20490.871204.720.601.88856.620.28706.861563.480.301.20545.340.09225.00770.340.401.60727.120.16400.001127.120.502.00908.900.25625.001533.90桩尖平均阻力（kpa)极限承载力(KN)桩周(m)地层厚度（m）极限侧阻标准值(kpa)桩端面积桩型圆桩方桩地层名称，状态桩经(m)地层编号层底深度（m)桩侧阻力（kpa)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行注：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