摘要
简述了可靠性分析的 Ｍｏｎｔｅ－Ｃａｒｌｏ法，结合简化的 Ｂｉｓｈｏｐ法提出了滑坡稳定可靠性分析的状态函数，并通过实例进行了计算分析。证明Ｍｏｎｔｅ－Ｃａｒｌｏ法是求解滑坡稳定可靠性指标和破坏概率的行之有效的方法。
The Monte-Carlo method for reliability analysis is briefly described. The state function of reliability analysis for landslide stability is brought forward by generalized Bishop method, through an example calculation and reliability analysis. Engineering example shows that the Monte-Carlo method is reliable and accurate for reliability analysis of landslide stability.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第S1期1674-1676,共3页
Chinese Journal of Rock Mechanics and Engineering
