单桩承载力计算表格(完美版)

////3粉砂6.600400.004粉土9.900340.005粉砂12.902.7144119.246细砂14.601.704881.607细砂20.505.9050295.008细砂24.193.6952191.889细砂0.000580.0010细砂0.000600.001000.00送桩=10.19桩长=14.00687.721000.000.300.94648.160.0770.69718.850.401.26864.210.13125.66989.880.501.571080.270.20196.351276.620.601.881296.320.28282.741579.060.301.20825.260.0990.00915.260.401.601100.350.16160.001260.350.502.001375.440.25250.001625.44桩尖平均阻力（kpa)极限侧阻标准值(kpa)桩侧阻力（kpa)桩周(m)桩端面积地层编号地层名称，状态层底深度（m)地层厚度（m）极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行桩径取0.6桩径取0.5抗拔系数0.5抗拔系数0.5抗拔极限承载力标准值648.16抗拔极限承载力标准值540.13抗拔承载力特征值383.46抗拔承载力特征值311.30取此值竖向承载力特征值789.5318竖向承载力特征值638.3083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////3粉砂6.400400.004粉土10.600.313410.545粉砂12.902.3044101.206细砂14.902.004896.007细砂20.906.0050300.008细砂24.293.3952176.289细砂0.000580.0010细砂0.000600.001000.00送桩=10.29桩长=14.00684.021000.000.300.94644.670.0770.69715.360.401.26859.560.13125.66985.230.501.571074.460.20196.351270.800.601.881289.350.28282.741572.090.301.20820.820.0990.00910.820.401.601094.430.16160.001254.430.502.001368.040.25250.001618.04极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行桩径取0.6桩径取0.5抗拔系数0.5抗拔系数0.5抗拔极限承载力标准值644.67抗拔极限承载力标准值537.23抗拔承载力特征值381.71抗拔承载力特征值309.85取此值竖向承载力特征值786.0447竖向承载力特征值635.4023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////3粉砂6.400400.004粉土10.400.313410.545粉砂13.002.6044114.406细砂15.702.7048129.607细砂20.604.9050245.008细砂24.093.4952181.489细砂0.000580.0010细砂0.000600.001000.00送桩=10.09桩长=14.00681.021000.000.300.94641.850.0770.69712.530.802.511711.590.50502.652214.240.501.571069.740.20196.351266.090.601.881283.690.28282.741566.430.301.20817.220.0990.00907.220.401.601089.630.16160.001249.630.502.001362.040.25250.001612.04桩径取0.6桩径取0.5桩径取0.8抗拔系数0.5抗拔系数0.5抗拔系数抗拔极限承载力标准值641.85抗拔极限承载力标准值534.87抗拔极限承载力标准值抗拔承载力特征值380.30抗拔承载力特征值308.67抗拔承载力特征值竖向承载力特征值783.21724竖向承载力特征值633.046093竖向承载力特征值抗拔承载力特征值取380竖向承载力特征值780桩间距1.8四桩群桩抗拔极限承载力标准值773.38334三桩群桩抗拔极限承载力标准值特征值545.80727特征值极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行取此值0.5抗拔极限承载力标准值855.79抗拔承载力特征值533.45竖向承载力特征值1107.121三桩群桩抗拔极限承载力标准值826.8718536.6359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////3粉砂6.200400.004粉土10.600.413413.945粉砂12.802.204496.806细砂14.802.004896.007细砂20.505.7050285.008细砂24.193.6952191.889细砂0.000580.0010细砂0.000600.001000.00送桩=10.19桩长=14.00683.621000.000.300.94644.300.0770.69714.980.401.26859.060.13125.66984.730.501.571073.830.20196.351270.180.601.881288.590.28282.741571.340.301.20820.340.0990.00910.340.401.601093.790.16160.001253.790.502.001367.240.25250.001617.24极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行桩径取0.6桩径取0.5抗拔系数0.5抗拔系数0.5抗拔极限承载力标准值644.30抗拔极限承载力标准值536.91抗拔承载力特征值381.52抗拔承载力特征值309.69取此值竖向承载力特征值785.6677竖向承载力特征值635.0881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////3粉砂6.500400.004粉土10.500.21347.145粉砂12.702.204496.806细砂14.902.2048105.607细砂20.705.8050290.008细砂24.293.5952186.689细砂0.000580.0010细砂0.000600.001000.00送桩=10.29桩长=14.00686.221000.000.300.94646.750.0770.69717.430.401.26862.330.13125.66987.990.501.571077.910.20196.351274.260.601.881293.490.28282.741576.240.301.20823.460.0990.00913.460.401.601097.950.16160.001257.950.502.001372.440.25250.001622.44极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行桩径取0.6桩径取0.5抗拔系数0.5抗拔系数0.5抗拔极限承载力标准值646.75抗拔极限承载力标准值538.96抗拔承载力特征值382.75抗拔承载力特征值310.71取此值竖向承载力特征值788.1181竖向承载力特征值637.1302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////3粉砂5.000400.004粉土6.000340.005粉砂13.102.8144123.646细砂14.301.204857.607细砂20.706.4050320.008细砂24.293.5952186.689细砂0.000580.0010细砂0.000600.001000.00送桩=10.29桩长=14.00687.921000.000.300.94648.350.0770.69719.030.401.26864.470.13125.66990.130.501.571080.580.20196.351276.930.601.881296.700.28282.741579.440.301.20825.500.0990.00915.500.401.601100.670.16160.001260.670.502.001375.840.25250.001625.84极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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)ilsikiql*isikqpkqisiklqupAppkAq*ppkisikukAqlquQ必须保留此空行桩径取0.6桩径取0.5抗拔系数0.5抗拔系数0.5抗拔极限承载力标准值648.35抗拔极限承载力标准值540.29抗拔承载力特征值383.55抗拔承载力特征值311.38取此值竖向承载力特征值789.7203竖向承载力特征值638.4653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////3粉砂4.900400.004粉土9.600340.005粉砂12.802.6144114.846细砂14.601.804886.407细砂20.405.8050290.008细砂24.193.7952197.089细砂0.000580.0010细砂0.000600.001000.00送桩=10.19桩长=14.00688.321000.000.300.94648.730.0770.69719.410.401.26864.970.13125.66990.630.501.571081.210.20196.351277.560.601.881297.450.28282.741580.190.301.20825.980.0990.00915.980.401.601101.310.16160.001261.310.502.001376.640.25250.001626.64极限承载力(KN)圆桩方桩桩基规范公式5.35桩型桩经(m)桩周(m)桩端面积桩尖平均阻力（kpa)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