| 官地水电站料场边坡滑坡分析及支护设计 |
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| 引用本文： | 郭磊.官地水电站料场边坡滑坡分析及支护设计[J].广东水利电力职业技术学院学报,2015,13(1):5-9,33. |
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| 作者姓名： | 郭磊 |
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| 作者单位： | 中国电建集团贵阳勘测设计研究院有限公司,贵州 贵阳,550081 |
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| 摘 要： | 针对竹子坝料场岩体结构面极为发育,边坡存在局部平面滑动、圆弧滑动、溃屈破坏、楔形体滑动等状况,结合南东段边坡滑坡现场勘查结果,采用刚体极限平衡法对拟定的半开挖、全开挖、全支护方案不同工况下的边坡稳定性进行分析。结果表明:南东坡发育的fx2与fx5断层对边坡稳定影响很大,边坡需整体放缓,推荐采用全开挖进行边坡治理。
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| 关 键 词： | 料场 边坡滑坡 溃屈破坏 刚体极限平衡 |
Slope Stability Analysis and Support Design for Quarry Side Slope Sliding of Guandi Hydropower Station |
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| GUO Lei.Slope Stability Analysis and Support Design for Quarry Side Slope Sliding of Guandi Hydropower Station[J].Journal of Guangdong Technical College of Water Resources and Electric Engineering,2015,13(1):5-9,33. |
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| Authors: | GUO Lei |
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| Affiliation: | GUO Lei;Power China Guiyang Engineering Co., Ltd; |
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| Abstract: | |
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| Keywords: | quarry slope sliding buckling failure rigid body limit equilibrium |
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