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本文根据极限分析方法的计算结果并通过滑移线场的变化,指出了传统计算地基承载力方法的近似性.文中还建议了一种从理论上计算无粘性土地基承载力的方法.
In this paper, based on the calculation results of the limit analysis method and the change of the slip line field, the approximation of the traditional method for calculating the bearing capacity of the foundation is pointed out. In the paper, a method to calculate the bearing capacity of non-cohesive soil foundation is also proposed.