河南城建学院学报Issue(6)：9-12,4.
基于Monte-Carlo法的边坡可靠性分析∗
Reliability analysis of slope based on Monte-Carlo method
摘要
Abstract
The analysis process is achieved by MATLAB based on studying the effect of soil parameters in the coefficient of cohesion and internal friction angle of slope reliability indicators, on the basis of the principle of Bishop traditional limit equilibrium method, combined with the reliability analysis methods monte-carlo meth-od. The results showed that the coefficient of variation coefficient of cohesionδc and the variation coefficient of angle of internal friction δφare negatively correlated with the reliability index β.关键词
边坡/Bishop法/Monte-Carlo法/MATLAB/可靠度指标Key words
slop/Bishop Method/Monte-Carlo method/MATLAB/reliability index分类
建筑与水利引用本文复制引用
韩宪军,张小强,张红艳..基于Monte-Carlo法的边坡可靠性分析∗[J].河南城建学院学报,2014,(6):9-12,4.基金项目
河南省教育厅自然科学研究计划项目(2009 B130003) （2009 B130003）
河南理工大学博士基金( B2009-13) （ B2009-13）
河南省高等学校深部矿井建设重点学科开放实验室开放基金(2012KF-04) （2012KF-04）
