摘要
本文介绍了罗湾水电站大坝上游坝面沥青混凝土防渗补强设计方案、配合比设计、施工方法简介以及处理后的坝面防渗效果。
This article introduces the application of asphalt concrete to the dam anti-seepage and reinforcing at the dam surface upstream in Luowan hydropower station, including the design scheme, mix proportion design, brief introduction to the construction method and the effect of seepage control.
出处
《大坝与安全》
2005年第4期58-61,共4页
Dam & Safety
关键词
沥青混凝土
防渗
大坝
配合比
罗湾水电站
asphalt concrete, anti-seepage, dam, mix proportion, Luowan hydropower station
