摘要
对广西屯六水库除险加固工程汶扁副坝滑坡过程进行梳理,并用计算验证的方法分析滑坡产生的原因,为后续大坝修复设计提供依据,也为后续其他副坝除险加固施工以及其他类似工程施工提供借鉴。
An introduction was made on the process of the landslide occurred at Wenbian auxiliary dam of Tunliu Reservoir.The causes for this landslide are analyzed by calculation and verification method,which provides basis for the subsequent dam repair design,and also provides reference for the reinforcement construction of other auxiliary dams and similar projects.
作者
刘鹏
LIU Peng(Guangxi Water&Power Design Institute Co.,Ltd.,Nanning 530023,China)
出处
《广西水利水电》
2023年第4期23-25,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
滑坡
塑性混凝土防渗心墙
稳定计算
汶扁副坝
屯六水库
Landslide
plastic concrete impervious core wall
stability calculation
Wenbian auxiliary dam
Tunliu Reservoir
