| 官地水电站竹子坝料场高边坡的稳定性分析及其影响因数研究 |
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| 引用本文： | 李相勇,唐凯,田斌.官地水电站竹子坝料场高边坡的稳定性分析及其影响因数研究[J].灾害与防治工程,2008(2). |
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| 作者姓名： | 李相勇 唐凯 田斌 |
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| 作者单位： | 三峡大学土木水电学院; |
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| 摘 要： | 竹子坝料场是官地水电站混凝土浇筑骨料的重要来源之一。结合竹子坝料场的地形地质情况,以及料场开挖后形成的东、南、西三段人工边坡,运用刚体极限平衡的方法进行稳定性分析及其影响因数的研究。
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| 关 键 词： | 竹子坝料场 刚体极限平衡 滑坡 稳定性分析 影响因数 |
Slope Stability and Its Impact Factors Analysis of Zhuzi Dam of Guandi Hydroelectric Power Station |
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| Li Xiangyong Tang Kai Tian Bin.Slope Stability and Its Impact Factors Analysis of Zhuzi Dam of Guandi Hydroelectric Power Station[J].Disaster and Control Engineering,2008(2). |
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| Authors: | Li Xiangyong Tang Kai Tian Bin |
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| Abstract: | Based on the situation of terrain and geology in the materials yard of the Zhuzi dam,three artificial cut slopes at the east,south,and west sides of the yard are chosen to conduct the stability analysis.The rigid body limiting equilibrium method is used in the analysis,and some impact factors are discussed. |
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| Keywords: | the materials yard of the Zhuzi dam rigid body limiting equilibrium landslide stability analysis impact factor |
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