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。
Our proposed limit analysis approach is conceptually simple: we simply aim to maximize the load factor under the same set of conditions that would apply to a holonomic analysis.
我们提出的极限分析方法是在概念上的简单：我们根本目的是最大限度地利用负荷因素根据同一套条件将适用于一个完整的分析。
Analysis and comparison between the finite element analysis and experiment results for stress concentration factor, limit load, burst pressure and failure location were performed.
从应力集中系数、极限压力、爆破压力和爆破失效位置四个方面对有限元计算结果和试验结果进行对比分析。
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