【摘要】 通过对现有地基承载力系数Ｎγ计算式的比较分析和大量计算，提出以有限差分法为基础并计入荷载倾斜影响的承载力系数Ｎγｉ归一化表达式，由此得到的地基承载力计算结果与已有的试验结果吻合较好．更多还原

【Abstract】 Several conventional formulae of N γ for ultimate bearing capacity are investigated and a revised one based on the finite deference method(FDM)is suggested in this paper.The results obtained by this formula are consistent with those obtained from Muhss tests and Milovics tests.更多还原