老林坪古崩滑体稳定性评价  

THE STABILITY EVALUATION OF LAOLINPING ANCIENT ROCKFALL AND LANDSLIDE

作　　者：石豫川[1] 李曰国[1] 陈小春[1] 

机构地区：[1]成都理工学院环境科学与工程系

出　　处：《成都理工大学学报（自然科学版）》1997年第S1期124-129,共6页Journal of Chengdu University of Technology: Science & Technology Edition

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.

关 键 词：崩滑体 成因机制 稳定性评价 极限平衡方法 

分 类 号：P642.2[天文地球—工程地质学]