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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．
Based on the comparative analysis and calculation of the calculation formula of bearing capacity coefficient Nγ of existing foundations, a normalized expression of bearing capacity coefficient Nγi based on the finite difference method and taking into account the influence of load inclination is proposed. The calculated bearing capacity of foundation The result is in good agreement with the existing test results.