摘要
以云南省弥勒坝水库二号古滑坡为研究对象,论述了该滑坡体稳定性现状,通过分析水库蓄水后的稳定性及对工程影响,水库蓄水后水对滑坡体稳定性等影响因素分析论证,排除了水库蓄水后整体大规模滑动可能。
This paper takes No.2 ancient landslide of Maileba Reservoir in Yunnan Province as the research object. Through the relevant geological investigation results,the present situation of the landslide stability is analyzed and discussed,and the stability of the reservoir after impoundment and its impact on the project are analyzed and demonstrated.
作者
张磊
ZHANG Lei(Hebei Research Institute of Investigation & Design of Water Conservancy & Hydropower,Tianjin 300250,China)
出处
《水科学与工程技术》
2019年第5期73-75,共3页
Water Sciences and Engineering Technology
关键词
二号古滑坡
蓄水后的稳定性
影响因素
No.2 ancient landslide
stability after impoundment
impact factor
