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。
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。
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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