| 蒙特卡洛法在边坡稳定性分析中的应用 |
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| 引用本文： | 于清缘.蒙特卡洛法在边坡稳定性分析中的应用[J].山西建筑,2010,36(9):74-75. |
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| 作者姓名： | 于清缘 |
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| 作者单位： | 安徽工业大学建筑工程学院,安徽马鞍山,243002 |
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| 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。
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| 关 键 词： | 露天边坡 定性分析 蒙特卡洛法 破坏概率 |
Application of Monte Carlo Method in slope stability analysis |
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| YU Qing-yuan.Application of Monte Carlo Method in slope stability analysis[J].Shanxi Architecture,2010,36(9):74-75. |
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| Authors: | YU Qing-yuan |
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| Affiliation: | YU Qing-yuan |
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| Abstract: | By Monte Carlo numerical simulation method,prepared solver program of slope engineering reliability 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. |
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| Keywords: | open pit slope stability analysis Monte Carlo Method failure probability |
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