摘要
水东坝因部分碾压混凝土质量较差,产生裂缝,导致坝体严重渗漏和析钙,影响其安全运行。介绍补强加固处理方案和方案实施后取得的效果。
A portion of inferior roller compacted concrete(RCC) and cracks in Shuidong gravity dam caused serious leakage and calcium precipitation,and threatened the safe operation of the dam;the reinforcement for the dam and implemented result are described.
出处
《湖北水力发电》
2008年第6期40-44,共5页
Hubei Water Power
关键词
碾压混凝土
重力坝
补强加固
实践
roller compacted concrete（RCC）
gravity dam
reinforcement
practice
