水利水电技术2011，Vol.42Issue(5)：97-99,3.
锦屏二级水电站3#引水隧洞有盖重防渗固结灌浆试验
Experiment of cover-weight anti-seepage consolidation grouting for No.3 water diversion tunnel of Jinping Hydropower Station Ⅱ
谢华东 1吕玲莉1
作者信息
- 1. 中国人民武装警察部队,水电第一总队,广西,南宁,530028
- 折叠
摘要
Abstract
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 summarized, and then both the quality and the speed of the construction are actually ensured as well.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Key words
Jinping Hydropower Station Ⅱ/ water diversion tunnel/ anti-seepage consolidation grouting/ technology and parameter/ quality evaluation分类
建筑与水利引用本文复制引用
谢华东,吕玲莉..锦屏二级水电站3#引水隧洞有盖重防渗固结灌浆试验[J].水利水电技术,2011,42(5):97-99,3.
