摘要
本文对边坡稳定性问题作了简要的分析,介绍了基于蒙特卡洛法原理分析边坡可靠度的方法,使用简化毕肖普法建立了土体的状态函数,并给出了随机变量的选取方法,提出使用计算机程序计算的具体步骤,最后对基于蒙特卡洛法的边坡可靠度分析方法做了总结。
This thesis briefly analyzes problem of slope stability,and introduces the method of analysis of slope reliability based on Monte-Carlo method.Then this thesis builds a state function of soil mass through Bishop method,and gives out a selecting method of random variable.Futhermore this thesis brings up detailed procedure of computer calculating.Finally this thesis summarizes the method of analysis of slope reliability based on Monte-Carlo method.
出处
《福建建设科技》
2010年第6期13-14,10,共3页
Fujian Construction Science & Technology
关键词
蒙特卡洛法
边坡
稳定
毕肖普法
Monte-Carlo method
slope
stability
Bishop method
