摘要
介绍了广西某水库大坝右岸边坡出现滑坡的过程。分析了工程的区域地质特征和失稳边坡处的地质条件,通过计算分析,找到了导致该处边坡出现3次边坡失稳的原因,并提出了处理建议。
An introduction was made on the landslide occurred on the right bank slope of the main dam of a reservoir in Guangxi. The regional geological characteristics of the project area and the geological conditions of the instable slope were analyzed. The causes for three times of instability on this slope were found out by calculation and analysis, based on which the treatment suggestions were put forward.
作者
吕超
何俊澜
张鹏
王盛鑫
黄俊阁
LV Chao;HE Jun-lan;ZHANG Peng;WANG Sheng-xin;HUANG Jun-ge(Guangxi Guiyu Engineering Consultant Co.,Ltd.,Nanning 530023,China)
出处
《广西水利水电》
2020年第5期20-22,44,共4页
Guangxi Water Resources & Hydropower Engineering
关键词
水库大坝
边坡失稳
稳定计算
原因分析
处理建议
Main dam of reservoir
bank instability
stability calculation
analysis of causes
treatment suggestion
