人工挖孔灌注桩单桩承载力估算表钻孔1极限端阻力D frkApζrQrk卵石②30.8020000.502411005极限侧阻力D qsiku liQsk杂填土①2层0.80282.5123211红黏土②层0.80762.51271336红黏土③层0.80802.5125100525523557人工挖孔灌注桩单桩承载力估算表钻孔58极限端阻力D frkApζrQrk卵石②30.8020000.502411005极限侧阻力D qsiku liQsk杂填土①2层0.80282.5122141红黏土②层0.80762.5125.51050红黏土③层0.80802.5127.5150726983703人工挖孔灌极D 卵石②30.60极D 杂填土①2层0.60红黏土②层0.60红黏土③层0.60人工挖孔灌极D 卵石②30.60极D 杂填土①2层0.60红黏土②层0.60红黏土③层0.60挖孔灌注桩单桩承载力估算表钻孔1极限端阻力frkApζrQrk21000.28261593极限侧阻力qsiku liQsk281.8843158761.88471002801.8845719142508挖孔灌注桩单桩承载力估算表钻孔58极限端阻力frkApζrQrk21000.28261593极限侧阻力qsiku liQsk281.8842106761.8845.5788801.8847.5113020232617人工挖孔灌注桩单桩承载力估算表钻孔1极限端阻力D frkApζr卵石②30.4032000.12561极限侧阻力D qsiku li杂填土①2层0.40301.2563红黏土②层0.40801.2567红黏土③层0.40851.2565人工挖孔灌注桩单桩承载力估算表钻孔58极限端阻力D frkApζr卵石②30.4032000.12561极限侧阻力D qsiku li杂填土①2层0.40301.2562红黏土②层0.40801.2565.5红黏土③层0.40851.2567.5估算表Qrk402Qsk11370353413501752估算表Qrk402Qsk7555380114291831
