水文地质工程地质2012，Vol.39Issue(1)：58-64,7.
弯曲-拉裂型滑坡形成机制和稳定性分析——以木里河卡基娃滑坡为例
The formation mechanism and stability analysis of bend-crack landslide: Taking the Kajiwa landslide of Muli River as an example
陈敏 1刘良春 1叶胜华1
作者信息
- 1. 四川省地质矿产勘查开发局九○九水文地质工程地质队,江油,621701
- 折叠
摘要
Abstract
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 western Sichuan. 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. Therefore, the results have a certain significance in the study of the same type of landslides.关键词
卡基娃滑坡/弯曲-拉裂/形成机制/稳定性Key words
the Kajiwa landslide/ bend-crack/ formation mechanism/ stability分类
天文与地球科学引用本文复制引用
陈敏,刘良春,叶胜华..弯曲-拉裂型滑坡形成机制和稳定性分析——以木里河卡基娃滑坡为例[J].水文地质工程地质,2012,39(1):58-64,7.
