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三峡水库蓄水初期某库岸边坡的失稳机理探究

乔娟 张立仁 沈英

西北水电Issue(5):8-12,5.
西北水电Issue(5):8-12,5.

三峡水库蓄水初期某库岸边坡的失稳机理探究

Study on Destabilizing Mechanism of One Slope of Three Gorges Reservoir at Initial Impounding Period

乔娟 1张立仁 1沈英2

作者信息

  • 1. 三峡大学科技学院,湖北省宜昌市 443002
  • 2. 云南省水利水电学校,昆明 650201
  • 折叠

摘要

Abstract

Qianjiangping landslide is judged as one gradually moved landslide through analysis on the calculation results by GEO-SLOPE value simulation software.Furthermore, rainfall is the main factor to induce the whole destabilization.Meanwhile, the development law for the plastic zone and horizontal displacement of the landslide mass under joint action of the rainfall and initial impounding operation is derived.A series of rainfall model tests are designed to further explore the rainfall runoff-penetration law of the landslide soil mass, the law of ground surface scouring, the law of crack development, etc.In this paper, the destabilization mechanism of Qianjiangping land-slide under water environment is summarized in combination with the above-mentioned the value simulation calculation and test studies as well as with relevant references .

关键词

千将坪滑坡/长期降雨/三峡水库/数值计算/模型试验/三峡水电站

Key words

Qianjiangping landslide/long-time rainfall/Three Gorges reservoir/value calculation/model test/Three Gorges Project

分类

建筑与水利

引用本文复制引用

乔娟,张立仁,沈英..三峡水库蓄水初期某库岸边坡的失稳机理探究[J].西北水电,2013,(5):8-12,5.

西北水电

1006-2610

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