屯六水库汶扁副坝滑坡原因分析  

Analysis of causes for landslide at Wenbian auxiliary dam of Tunliu Reservoir

作　　者：刘鹏 LIU Peng(Guangxi Water&Power Design Institute Co.,Ltd.,Nanning 530023,China)

机构地区：[1]广西水利电力勘测设计研究院有限责任公司,南宁530023

出　　处：《广西水利水电》2023年第4期23-25,共3页Guangxi Water Resources & Hydropower Engineering

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.

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 

分 类 号：P644.22[天文地球—地质矿产勘探]