The Formation Mechanism and Stability Analysis of Bend-Crack Landslide: Taking the Kajiwa Landslide of Muli River
详细信息
- 责任者：Chen Min (No.909 Geological Team of Hydrogeology and Engineering ; BGEEMRSP ; Jiangyou 621701 ; China) ; Liu Liangchun
- 刊名：Hydrogeology and Engineering Geology
- 出版年：2012
- 卷期：39(1)
- 关键词：滑坡 ; landslides ; 四川 ; Sichuan Province
- 页码：p.58-64
- 图表：7 illus., 3 tables, 12 refs.
- 分类号：1702
- issnNo：ISSN1000-3665
- isbnNo：CN11-2202/P
摘要
The Kajiwa landslide is a large bedrock and ancient landslide which is located in the left bank in downstream of the plan to build the dam site of the Kajiwa hydropower station of the Muli River, and it is the typical representative of the bend-crack landslide in high mountains and canyons in the western Sichuan Province. Based on the study of the history of the river-valley landforms, the formation mechanism of the landslide is elaborated. According to the macro analysis and quantitative calculation method, the stability of landslide is evaluated.
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