广义方法提出陈andmorgenstern片之一(1983)极限平衡法严格. 该方法可用于分析两个圆形滑动面和一般都满足力和力矩平衡. 方力方向也可仿效. 陈丽(1998)则表示,该方法通过将适用于各种类型的土压力和水支援 由于大堤裂缝紧张压力. 这种方法适用于评价挡土墙主动土压力线(陈、李1998~2000).
英语翻译The generalized method of slices proposed by Chen andMor
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