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三峡水库库水位升降对谭家河滑坡影响分析

王世梅 刘佳龙 王力 杨巧佳

人民长江Issue(8):83-86,4.
人民长江Issue(8):83-86,4.DOI:10.16232/j.cnki.1001-4179.2015.08.021

三峡水库库水位升降对谭家河滑坡影响分析

Anaiysis on infiuence of TGP reservoir water ievei fiuctuation on stabiiity of Tanjiahe Landsiide

王世梅 1刘佳龙 2王力 1杨巧佳2

作者信息

  • 1. 三峡大学 土木与建筑学院,湖北 宜昌 443002
  • 2. 三峡地区地质灾害与生态环境湖北省协同创新中心,湖北 宜昌 443002
  • 折叠

摘要

Abstract

To study the influence of reservoir water level fluctuation on stability of the fording landslide,Tanjiahe landslide,about 56 km from Three Gorges Project Dam is selected as a research object. The influence of different water level fluctuation rate on the seepage field and stability is discussed. By analyzing GPS data,it is determined that Tanjiahe landslide is a typical buoyancy weight - loss landslide. The Geostudio2007 software is adopted,and the transient seepage under the water level fluctuation between 145m to 175m is simulated by seep /w module,and the flow field results are used for stability analysis by slope / w module. Through numerical calculation,the relationship of wa-ter level fluctuation rate,the groundwater contour and the landslide stability are obtained.

关键词

库水位升降/数值模拟/浮托减重型滑坡/地下水位线/稳定性

Key words

reservoir water level fluctuation/numerical simulation/buoyancy weight - loss landslides/groundwater level/stability

分类

天文与地球科学

引用本文复制引用

王世梅,刘佳龙,王力,杨巧佳..三峡水库库水位升降对谭家河滑坡影响分析[J].人民长江,2015,(8):83-86,4.

基金项目

国家自然基金面上项目“水库滑坡渗流与蠕变耦合分析” ()

人民长江

OA北大核心

1001-4179

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