嵌岩桩计算

100001.11.4100001.21.5100001.351.6100001.351.81000011.2100000.8143001.351.9430011.2B型（椭圆桩）frk直径d扩大头直径D直段长度L1.5393841.767152.0106242.5446961.1309760.78542.8352941.130976扩大头截面Ap1.141.141.141.141.141.141.141.14桩综合系数0.95x1.20.950331.130981.431391.431390.78540.502661.431390.7854桩身截面Ap8774.488810072.75511460.556814504.76726446.56324476.786949.3055942772.022176承载力特征值12696.4622415109.8393616375.1187621871.662128984.9766715.4841616375.118768984.976Q(桩身承载力设计值)66666666桩长16.716.714.319.114.316.714.314.3fc1919191919191919桩周土重度r0.30.30.30.30.30.30.30.3负摩阻力系数ξn5757575757575757土有效应力σi=0.5Lr17.117.117.117.117.117.117.117.1土的负摩阻力标准值qs354.560976386.793792435.143016435.143016322.32816257.862528435.143016322.32816基桩下拉荷载Qg8419.9278249685.96120811025.4137814069.624186124.235044218.9174726514.1625782449.694016单桩承载力特征值-下拉荷载9050.22586810805.6798111694.5745815766.088186333.2096184716.57018311694.574586333.209618桩身承载力特征值-下拉荷载ZJ-1a100001

1.212.3309761.141.785413286.563220424.976614.3190.311434.2644.6563212641.9068814484.95553