摘要
通过分析花凉亭水库大坝超深混凝土防渗墙应力变形监测数据的变化规律,并将监测数据与安全评价研究结果进行对比验证,综合评价认为防渗墙整体安全稳定,同时针对存在问题,提出相关安全运行管理工作建议,为加强大坝安全管理提供借鉴与参考。
By analyzing the variation law of stress and deformation monitoring data of the ultra-deep concrete cut-off wall at Hualiangting reservoir dam,then comparing and verifying the monitoring data with the safety evaluation results,the overall safety and stability of the cut-off wall are comprehensively evaluated.At the same time,relevant safety operation and management suggestions are proposed to ad-dress the existing problems,which can provide reference for strengthening dam safety management.
作者
张国正
ZHANG Guozheng(Anqing Hualiangting Reservoir Management Office)
出处
《大坝与安全》
2024年第2期47-51,共5页
Dam & Safety
关键词
花凉亭水库
混凝土防渗墙
应力
变形
Hualiangting reservoir
concrete cut-off wall
stress
deformation
