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根据有效固结应力的基本原理以及结构性软土在不同应力水平下抗剪强度的不同特征 ,对当前在堤、坝、边坡等稳定分析中广泛采用的用“有效固结应力强度指标进行稳定分析”的公式中的若干问题进行了分析讨论 ,并给出了修正公式
According to the basic principle of effective consolidation stress and the different characteristics of shear strength of structural soft soil under different stress levels, it is widely used in the current stability analysis of embankments, dams and slopes with “effective consolidation stress intensity index Stability analysis ”of the formula in a number of issues discussed and analyzed, and given the correction formula