单桩承载力计算表格(完美版)

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)li/1-1122A2345送桩= 粉质粘土，可塑粘土，软塑粉土，稍密粘土，软塑粉土，稍密淤泥质粘土，流塑qsik/151015桩侧阻力（kpa)桩尖平均阻力（kpa)sikli*q/0.0019.0019.5013.7512.0016.2080.00294.00454.45qpk/0.602.904.205.306.107.9011.1016.40桩长=01.901.301.100.801.803.204.9015.0012.51592560粘土，可塑含砂姜粘土，硬塑2500.002500.001.00QukuqsikliqpkAp桩型桩径(m)0.30圆桩0.400.500.600.801.001.201.401.601.80桩端扩底（m）0.600.801.001.201.602.002.40桩周(m)0.941.261.571.882.513.143.774.405.035.65uqsikli428.31571.08713.85856.621142.161427.701713.231998.772284.312569.85桩端面积0.280.500.791.132.013.144.520.000.000.00Apqpk*Ap706.861256.641963.492827.435026.547853.9811309.720.000.000.00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

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极限承载力(KN)1135.171827.712677.343684.056168.709281.67########1998.772284.312569.85