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本文对一般性边坡，给出了满足力与力矩平衡及滑动面上屈服条件的稳定性的精确分析方法。并且讨论了目前几种工程上常用的方法，特别指出简布（Ｊａｎｂｕ）法所存在的问题，并建议实际工程中不要应用。
In this paper, we give an exact analysis method for the stability of the general slope, which satisfies the balance of force and moment and the yield condition on the sliding surface. In addition, several commonly used methods in engineering are discussed. In particular, the problems existing in the Janbu method are pointed out and are not recommended for practical projects.