| 三峡水库蓄水诱发神女溪岸坡破坏机制研究 |
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| 引用本文： | 向杰,唐红梅.三峡水库蓄水诱发神女溪岸坡破坏机制研究[J].重庆交通大学学报(自然科学版),2011(Z1):700-704. |
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| 作者姓名： | 向杰 唐红梅 |
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| 作者单位： | 重庆交通大学岩土工程研究所 |
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| 基金项目： | 交通运输部西部交通建设科技项目(2009318221035) |
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| 摘 要： | 在相关文献研究的基础上,列举出诱发巫山神女溪滑坡的因素,从而分析巫山神女溪由于三峡水库蓄水前后,水位变动诱发库岸滑坡的机理,研究其破坏形成机制是防治库岸滑坡的核心.简述在库水位变化情况下,岸坡库水间相互作用及其岸坡稳定性分析的计算方法.
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| 关 键 词： | 水位变动 岸坡稳定性 破坏机制 稳定性分析 |
Failure Mechanism Study for Fairy-River Shore Slope in the Three Gorges Reservoir Caused by Water-Impoundment |
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| XIANG Jie,TANG Hong-mei.Failure Mechanism Study for Fairy-River Shore Slope in the Three Gorges Reservoir Caused by Water-Impoundment[J].Journal of Chongqing Jiaotong University,2011(Z1):700-704. |
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| Authors: | XIANG Jie TANG Hong-mei |
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| Institution: | (Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China) |
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| Abstract: | Based on the pre-study of the related research,the failure mechanism for Fariy-River shore slope which is located in Fairy-River scenic area of sorcery mountain is analyzed,because of the water level' s change between the Three Gorges Reservoir retains water front and back.It is key part to prevent and cure a database shore slippery ascent by analyzing the formation mechanism' s break.All the same,simple statement the calculation method about the slop' s stability analysis under the water level change situation.What' s more,it is required to discuss the shore slope cause of second-class slope, and some prevention and cure counterplots are put forward. |
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| Keywords: | water level change shore ascent stability mechanism of breakdown stability analysis |
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