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水库蓄水对库岸滑坡的影响研究
引用本文:王明华,晏鄂川.水库蓄水对库岸滑坡的影响研究[J].岩土力学,2007,28(12):2722-2725.
作者姓名:王明华  晏鄂川
作者单位:1.武汉理工大学 土木工程与建筑学院,武汉 430070; 2. 武汉工程大学 环境与城市建设学院,武汉 430073;3. 中国地质大学(武汉)工程学院,武汉 430074
基金项目:湖北省教育厅中青年基金
摘    要:水库蓄水将显著改变库岸的水文地质条件,进而影响滑坡的稳定状态。以鄂西南某水库为例,阐述了库水位对滑坡稳定性影响的一般规律,并采用剩余推力法计算分析了滑带土抗剪参数、库水位变化和地下水疏干系数对库岸滑坡的影响。在此基础上,对蓄水后库岸滑坡的变形模式进行了模拟分析。研究表明,水库蓄水不仅使滑坡稳定性发生变化,滑坡的变形模式也将由推移式转变为牵引式。

关 键 词:蓄水  库岸滑坡  稳定性  变形模式  
文章编号:1000-7598-(2007)02-2722-04
收稿时间:2006-07-17
修稿时间:2006-09-20

Study on influence of reservoir water impounding on reservoir landslide
WANG Ming-hua,YAN E-chuan.Study on influence of reservoir water impounding on reservoir landslide[J].Rock and Soil Mechanics,2007,28(12):2722-2725.
Authors:WANG Ming-hua  YAN E-chuan
Institution:1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2. School of Environmental & Civil Engineering, Wuhan .Institute of Technology, Wuhan 430073 China; 3. Enginearing Faculty School, China University of Geosciences, Wuhan 430074, China
Abstract:After water impounding,hydrogeological condition in the reservoir area varies obviously and landslide stability is affected.Taking a reservoir in Southwest Hubei for example,general law of influence of reservoir water level on landslide stability is discussed.By use of push method,anti-shearing parameters,affection by water level variation and drainage factor is analyzed.Additionally,numerical simulation are adopted to analyze its sliding mode.It is showm that reservoir water impounding not noly influences landslide stability but also the failure mode,i.e.the that is to say,push mode will be substituted by drag mode.
Keywords:water impounding  reservoir landslide  stability  deformation mode
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