| 五强溪水电站左岸船闸边坡岩体变形机制分析 |
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| 引用本文： | 唐纯华.五强溪水电站左岸船闸边坡岩体变形机制分析[J].安全与环境工程,2005,12(3):99-102. |
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| 作者姓名： | 唐纯华 |
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| 作者单位： | 国家电力公司中南勘测设计研究院,长沙,410014 |
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| 摘 要： | 五强溪水电站左岸船闸边坡岩体软弱破碎。地质条件复杂。该边坡变形机制一直是个有争议的问题。笔者通过研究，首次提出了弯曲倾倒一上抬反翘的层状结构岩体复合变形模式。大量边坡监测资料分析对这种变形模式做了进一步证明。
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| 关 键 词： | 变形机制 弯曲倾倒 上抬反翘 变形模式 边坡 |
| 文章编号： | 1671-1556（2005）03-0099-04 |
| 收稿时间： | 2004-09-30 |
| 修稿时间： | 2004-09-30 |
Analysis of Slope Deformation Mechanism of Left-bank Shiplock of Wuqiangxi Hydropower Station |
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| TANG Chun-hua.Analysis of Slope Deformation Mechanism of Left-bank Shiplock of Wuqiangxi Hydropower Station[J].Safety and Environmental Engineering,2005,12(3):99-102. |
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| Authors: | TANG Chun-hua |
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| Abstract: | The slope rock mass where the left-bank shiplock of the Wuqiangxi Hydropower Station is located is characterized by soft and crumbling tectonics and complicated geological conditions. A controversy has long been remained on the slope deformation mechanism. Through a comprehensive study, this paper raises a compound deformation model of schistose rock with flexural toppling-upwarping tilting formation.A large number of the slope observation findings and analyses have already further justified the model. |
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| Keywords: | deformation mechanism flexural toppling upwarping tilting landslope |
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