摘要
本文在成因机制分析基础上，利用极限平衡方法对老林坪古崩滑体天然状态下及水库蓄水后的稳定性进行了评价，并对失稳所造成的危害程度进行了预测。这为藤子沟水库电站的设计方案选择提供了重要的地质依据。
On the basis of genesis mechanism analysis,using the methods of limit equilibrium,the authers calculated and evaluated the stability of the ancient rockfall and landslide under the nutural state and the reservoir full of water,and then forecasted the degree of the damage after unstability.And the authors provided a important geologic proff for the selection of design scheme in Tengzigou hydropower station.
出处
《成都理工大学学报（自然科学版）》
CAS
CSCD
1997年第S1期124-129,共6页
Journal of Chengdu University of Technology: Science & Technology Edition
关键词
崩滑体
成因机制
稳定性评价
极限平衡方法
rockfall and landslide
genesis mechanism
stability evaluation
limit equilibrium methods
