摘要
该滑坡距坝约13.4km,为巨型基岩滑坡,天然状态下,滑坡存在局部变形破坏迹象。通过对滑坡的基本地质条件、变形破坏特征阐述,根据勘探试验成果,采用宏观评价、有限元分析、刚体极限平衡法等对滑坡稳定性进行了初步的综合评价,并提出处理意见。
The Ganhaizi Landslide is a giant bedrock landslide. It is about 13.4 km from the dam site of the Xiluodu Hydropower Station. This paper asseses its stability and puts forward some control measures based on geologicl conditions and deformation characetristics as well as experimental rsults by means of finite element analysis and rigid-body limit equilibrium method.
出处
《四川地质学报》
2011年第3期347-352,共6页
Acta Geologica Sichuan
关键词
滑坡
稳定性
弹塑性有限元分析
溪洛渡水电站
landslide
stability
finite element analysis
Xiluodu Hydropower Station
