预应力管桩承载力计算

孔号133.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)10.164-1-0.941.137514-2-2.341.444776-3-4.442.1381006-4-7.843.419816-5-11.343.5241067-12.441.139548-1-14.942.550180015708-2-16.341.457250010008-3-19.641.715319001142399-1-19.640551950009-2-23.440642300009-3-23.440602000009-4-28.84066280000840239桩端距持力层底实取竖向抗压承载力特征值（KN）5501.59桩端进入持力层单桩竖向抗压极限承载力（KN）10791.71单桩竖向抗压承载力特征值（KN）540桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）孔号663.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)1-0.094-1-1.191.137514-2-2.591.444776-3-4.692.1381006-4-8.093.419816-5-11.593.5241067-12.691.139548-1-15.192.550180015708-2-16.591.457250010008-3-19.891.46531900972399-1-21.590551950009-2-23.690642300009-3-23.690602000009-4-29.09066280000824239桩端距持力层底实取竖向抗压承载力特征值（KN）5501.84桩端进入持力层单桩竖向抗压极限承载力（KN）10621.46单桩竖向抗压承载力特征值（KN）531桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）孔号213.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)1-0.284-1-0.2803704-2-2.181.9441056-3-4.782.6381246-4-7.582.819676-5-11.584241217-12.881.339648-1-16.283.450180021408-2-18.281.775725001273148-3-23.880531900009-1-23.880551950009-2-25.680642300009-3-29.480602000009-4-29.48066280000820314桩端距持力层底实取竖向抗压承载力特征值（KN）5500.23桩端进入持力层单桩竖向抗压极限承载力（KN）11351.77单桩竖向抗压承载力特征值（KN）567桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）孔号743.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)1-0.824-2-2.321.544836-1-7.224.9231426-3-7.2203806-3-10.323.1381486-5-11.721.424427-13.822.1391038-1-16.923.150180019508-2-16.920572500008-3-19.621.13531900752399-1-19.620551950009-2-29.120642300009-3-29.120602000009-4-29.12066280000787239桩端距持力层底实取竖向抗压承载力特征值（KN）5501.57桩端进入持力层单桩竖向抗压极限承载力（KN）10261.13单桩竖向抗压承载力特征值（KN）513桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）孔号753.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)10.344-2-2.562.9371356-1-7.264.7231366-3-7.2603806-4-7.2601906-5-11.364.1241247-12.661.339648-1-16.463.850180023908-2-16.460572500008-3-19.561.595319001062399-1-23.160551950009-2-28.960642300009-3-28.960602000009-4-28.96066280000802239桩端距持力层底实取竖向抗压承载力特征值（KN）5501.51桩端进入持力层单桩竖向抗压极限承载力（KN）10411.59单桩竖向抗压承载力特征值（KN）521桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）孔号743.9-0.95-21.952.95-18.05214001.2560.1257土层类型土层底标高(m）土层厚度(m）侧阻力标准值qsik(KN)端阻力标准值qpk(KN)极限侧阻力标准值(KN)极限端阻力(KN)1-0.194-2-1.911.7244956-1-1.9102306-3-6.014.1381966-4-8.912.919696-5-11.312.424727-12.811.539738-1-16.013.250180020108-2-16.010572500008-3-19.612.045319001362399-1-19.610551950009-2-29.310642300009-3-29.310602000009-4-29.31066280000843239桩端距持力层底实取竖向抗压承载力特征值（KN）5501.56桩端进入持力层单桩竖向抗压极限承载力（KN）10812.04单桩竖向抗压承载力特征值（KN）541桩长（m）桩直径(mm）桩周长(m）桩面积（m2）汇总预应力管桩竖向承载力计算书0.00相对大沽高程（m）桩顶相对标高（m）桩底相对标高(m）桩顶大沽高程(m）桩底大沽高程（m）