中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2011, Vol. 30 ›› Issue (S1): 700-704.DOI: 10.3969/j.issn.1674-0696.2011.supp1.048

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三峡水库蓄水诱发神女溪岸坡破坏机制研究

向杰，唐红梅   

  1. 重庆交通大学岩土工程研究所，重庆400074
  • 收稿日期:2011-05-17 修回日期:2011-05-30 出版日期:2011-07-15 发布日期:2015-03-12
  • 作者简介:向杰，(1988—)，女，重庆人，硕士研究生，主要从事工程地质安全与岩土减灾。E-mai1：575501417@qq·com

Failure MechanisMStudy for Fairy-River Shore Slope in the Three Gorges Reservoir Caused by Water-Impoundmen

XIANG Jie，TANG Hong-mei   

  1. Institute of Geotechnical Engineering，Chongqing Jiaotong University，Chongqing 400074，China
  • Received:2011-05-17 Revised:2011-05-30 Online:2011-07-15 Published:2015-03-12

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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

关键词: 水位变动, 岸坡稳定性, 破坏机制, 稳定性分析

Abstract: Based on the pre-study of the related research，the failure mechanisMfor 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 un- der 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．

Key words: water level change, shore ascent stability, mechanisMof breakdown, stability analysis

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