摘要
采用蒙特卡洛数值模拟法,用MATLAB编制了边坡工程可靠度求解程序,对小龙潭露天煤矿开挖边坡,进行了无渗流60°边坡角和有渗流30°边坡角的可靠性分析,计算结果表明,渗流水的存在对边坡的稳定起重要作用。
By Monte Carlo numerical simulation method, prepared solver program of slope engineering rdiahility in MATLAB. Carried out reliability analysis of 60 degree slope angle without seepage and 30 degrees flow angle slope of Xiaolongtan open pit. The results show that the presence of water seepage is play an important role in the stability of the slope.
出处
《山西建筑》
2010年第9期74-75,共2页
Shanxi Architecture
关键词
露天边坡
定性分析
蒙特卡洛法
破坏概率
open pit slope, stability analysis, Monte Carlo Method, failure probability
