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。
If the ratio of depth to diameter of pit is less than 10, the arching effect may be ignored and the circular foundation pit can be analyzed as plane slopes with the method of slices.
若基坑的深度与直径之比小于10，则可忽略“拱效应”，将其看成平面边坡，用条分法对其进行稳定性分析。
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