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

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (S1): 700-704.DOI: 10.3969/j.issn.1674-0696.2011.supp1.048

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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

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
  • 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

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

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

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