传统的安全系数法确定地基承载力存在许多缺陷。
Conventional safety factor method for confirming the bearing capacity of foundation soil has many defects.
通过对矩形基础地基承载力的三维数值模拟，分析了基础形状对承载力的影响，并计算了矩形基础承载力形状系数。
The bearing capacity shape factors of rectangular footings were calculated and the shape effect was investigated with 3d numerical analyses.
通过对矩形基础地基承载力的三维数值模拟，分析了基础形状对承载力的影响，并计算了矩形基础承载力形状系数。
The bearing capacity shape factors of rectangular footings were calculated and the shape effect was investigated with 3d numerical analyses.
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