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边坡是否稳定与边坡的应力、应变(位移)状态有十分密切的联系。传统的条分法由于自身的限制,计算结果有很大的限制。本文提出了采用有限元方法分析软土边坡土体的应力～应变状态以确定滑裂面空间位置的新方法。
Whether the slope is stable and slope stress, strain (displacement) state is very closely linked. Due to its own limitations, the traditional bar method has great limitations on the calculation results. This paper presents a new method to analyze the stress-strain state of soft soil slope soil to determine the spatial location of the slip surface using finite element method.