摘要
本文依据概率统计原理和优化理论，采用随机搜索和蒙特卡洛方法，着重探讨受构造面影响的边坡可靠性分析方法．给出比较切合这类边坡工程的可靠性分析方法及程序．根据本文的方法，对工程实例进行了可靠性分析，结果表明与工程实际情况较为吻合．本文的分析方法及程序，适用于评估节理裂隙发育、含构造面的岩质边坡和土质边坡的可靠性分析．
According to statistics and optimization theory, the reliable analysis of slopeaffccted by structure faces is rnainly investigated by random seeking and MONTE CARLO mcthods in this paper. The results gaincd by this method for project example is good fit with project condi-tion. The analysis mcthod proposed by this paper is suitable for evaluation reliability of soil and rock slopes contained joints and structure faces.
出处
《水利水电技术》
CSCD
北大核心
1994年第3期24-28,共5页
Water Resources and Hydropower Engineering
关键词
边坡
可靠性
稳定性
概率统计
stability of slope,failure probability random sample,reliability, failure path
