The new method of slices for slope stability analysis is presented.

本文为边坡稳定性分析提出一种属于非严格条分法的新条分法。

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Support parameters are analyzed by theory of limit equilibrium and verified by method of slices, and adjusted in time.

工程中的支护参数，用极限平衡理论进行分析，用条分法进行校核。

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A new approach based on the method of slices to analyze the stability of slopes with non-circular slip surface is presented.

提出了一种新的非圆弧滑动边坡稳定分析算法，该算法直接建立在条分法的基础上。

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