Conventional limit equilibrium methods are commonly used to assess the stability of slopes. But such traditional method has neglected the uncertainty of the soil properties parameter, and does not conform to the reality.
传统的边坡稳定评价方法是安全系数法,由于该方法没有考虑岩土参数的随机性使得该方法的分析结果不能更好地反映工程实际。
参考来源 - 基于可靠度的路堑边坡稳定性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
A new method is put forward to analyze the stability of slopes.
提出了一种新的边坡稳定性评价方法。
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。
Therefore, it is of practical significance for evaluating the stability of slopes and harnessing landslide in a rational way.
它对于评价斜坡的稳定性，合理地进行滑坡治理等，都具有实际意义。
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