| 三峡地下电站进水口边坡稳定分析及加固优化 |
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| 引用本文： | 李建林,胡兴娥,熊俊华,杨学堂.三峡地下电站进水口边坡稳定分析及加固优化[J].岩石力学与工程学报,2001,20(5):676-679. |
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| 作者姓名： | 李建林 胡兴娥 熊俊华 杨学堂 |
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| 作者单位： | 1. 三峡大学
2. 中国长江三峡工程开发总公司 |
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| 摘 要： | 运用卸荷理论及其分析方法对三峡地下电站进水口边坡进行了边坡岩体的位移、应力分析及其加固优化分析，得出了几点有意义的结论，推荐了合理的加固方案。
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| 关 键 词： | 三峡地下电站 边坡 加固 优化 稳定性 |
| 文章编号： | 1000-6915(2001)05-0676-04 |
| 收稿时间： | 2001-5-25 |
| 修稿时间： | 2001年5月25日 |
Analysis of Slope Stability and Optimizing of Anchor on the Entrance Slope of Underground Water Power Station in the Three Gorges Project |
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| Li Jianlin,Hu Xing ''''e,Xiong Junhua,Yang Xuetang.Analysis of Slope Stability and Optimizing of Anchor on the Entrance Slope of Underground Water Power Station in the Three Gorges Project[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(5):676-679. |
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| Authors: | Li Jianlin Hu Xing 'e Xiong Junhua Yang Xuetang |
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| Abstract: | The displacement and stress of entrance slope of the Three Gorges Project underground water power station are calculated by unloading theory and unloading analysis method. Some valuable results are gained and the improved anchor project is recommended to the Three Gorges Project Development Corporation. |
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| Keywords: | the Three Gorges Project underground water power station slope anchor optimizing |
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