水利水电技术2013，Vol.44Issue(1)：113-116,4.
青岩岭滑坡稳定性分析及其塌岸范围预测
Analysis on stability of Qingyanling Landslide and prediction of its bank-collapse area
摘要
Abstract
Qingyanling Landslide is 8 km from the site of the lower dam of Tielongbao Hydropower Station on Fujiang River and an evidence of deformation is still there at present, and then it is possible to be destabilized in large scale therein after the impoundment of the reservoir. Therefore, the analysis on the stability of the landslide and the prediction of its bank-collapse are quite important In accordance with the features of Qingyanling Landslide, the stability of the landslide under 5 working conditions are analyzed herein by the comprehensive application of both the rigid body equilibrium limit method and the finite element method, moreover, the area of the bank-collapse is predicted with graphic method as well.关键词
滑坡/刚体极限平衡法/有限元法/稳定性分析/塌岸范围预测/青岩岭滑坡Key words
landslide/ rigid body limit equilibrium method/ finite element method/ stability analysis/ prediction of bank collapse/ Qingyanling Landslide分类
水利科学引用本文复制引用
邱燕,杨进军,张淑辉..青岩岭滑坡稳定性分析及其塌岸范围预测[J].水利水电技术,2013,44(1):113-116,4.基金项目
贵州省教育厅采矿工程重点支持学科(黔教高发[2011]275号) （黔教高发[2011]275号）
国家自然科学基金项目"基于inSAR/GPS集成的岩石边坡变形稳定探测研究"(50579013). （50579013）
