广西水利水电Issue(5)：22-25,4.
大藤峡库区某塌岸边坡稳定性分析及治理方案比选
Stability analysis and comparison of treatment alternatives for a collapsed bank slope in Datengxia Reservoir area
何晓萍 1李晋1
作者信息
- 1. 广西水利电力勘测设计研究院有限责任公司,南宁 530023
- 折叠
摘要
Abstract
A bank slope in Datengxia Reservoir area and close to a village has collapsed several times since water storage of reservoir,which seriously threatens the production and living safety of the residents on the shore.Based on geological investigation,and combined with the operation and regulating plan of reservoir area,the stability of the collapsed bank slope under different operating conditions was analyzed by selecting reasonable calculation sec-tions and mechanical parameters.The results of analysis demonstrate the current situation of the collapsed bank slope is generally stable,but there exists erosion damage problem,based on which comparison and selection of pro-tection and treatment alternatives for the collapsed bank slope are carried out.关键词
塌岸/边坡稳定性分析/方案比选/大藤峡库区Key words
bank collapse/bank slope stability analysis/comparison of alternatives/Datengxia Reservoir area分类
天文与地球科学引用本文复制引用
何晓萍,李晋..大藤峡库区某塌岸边坡稳定性分析及治理方案比选[J].广西水利水电,2025,(5):22-25,4.
