In slope project, the traditional evaluating method is factor of safety method.
在边坡工程中，传统的评价方法是安全系数法。
This paper set up limit equation of reliability analysis for factor of safety method in the stability analysis method of slope.
本文针对土坡稳定分析方法中的安全系数法建立了可靠度分析的极限方程。
Conventional safety factor method for confirming the bearing capacity of foundation soil has many defects.
传统的安全系数法确定地基承载力存在许多缺陷。
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