摘要
本文介绍了锦屏二级水电站3#引水隧洞有盖重防渗固结灌浆试验的施工方法和试验参数。通过防渗固结灌浆试验,总结出在灌浆施工中应及时采集的相关信息和采取的施工工艺,既保证了施工质量又保证了施工速度。
The construction method and parameters of the cover-weight anti-seepage consolidation grouting for No. 3 water diversion tunnel of Jinping Hydropower Station II are described herein. Through the experiment of the anti-seepage consolidation grouting, the relevant information to be obtained and the related construction technologies to be taken during the construction are sum- marized, and then both the quality and the speed of the construction are actually ensured as well.
出处
《水利水电技术》
CSCD
北大核心
2011年第5期97-99,共3页
Water Resources and Hydropower Engineering
关键词
锦屏二级水电站
引水隧洞
防渗固结灌浆
工艺及参数
质量评价
Jinping Hydropower Station II
water diversion tunnel
anti-seepage eonsolictation grouting
technology and parameter
quality evaluation
