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《Chinese Journal of Underground Space and Engineering》 2006-S2
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Application of the Curtain Grouting Anti-seepage Technology in Rock Foundation

KONG Xiang-hui~1 ZHOU Huo-ming~1 LI Xin-sheng~2 (1.Changjiang River Scientific Research Institute,Wuhan 430010,China; 2.China Railway 14~(th) Engineering Bureau,Jinan 250014,China)  
As a new anti-seepage method,the curtain grouting has been applied in many projects.The rock foundation of Shiliutan Reservoir has developed fracture and obvious seepage,with the help of curtain grouting,its seepage has been controlled.The curtain grouting technology in rock foundation of Shiliutan Reservoir is introduced in this paper.By using the technology properly,the problem of seepage has been resolved,and the design requirement has been met.
【CateGory Index】: TV543.5
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【References】
Chinese Journal Full-text Database 1 Hits
1 WANG Hai-bing1,YE Zhou2,ZHU Han3,LIN Yi4(1.Duqiao Water Conservancy Station,Linhai 317016,China;2.Taizhou Design Institute of Water Conservancy and Hydropower,Jiaojiang 318000,China;3.Zhejiang Hydropower Building and Installation Co.Ltd.,Hangzhou 310051,China;4.Luqiao Flood Prevention Office,Taizhou 318013,China);Application of Sleeve Backfill adn Grouting in Shibahu Reservoir[J];Journal of Zhejiang Water Conservancy and Hydropower College;2009-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 FANG Feng,YU Ling-yan(Changxing Water Conservancy Bureau,Changxing 313100,China);Application of Clay Backfill with Curtain Grouting in Heping Reservoir Reinforcement Project[J];Journal of Zhejiang Water Conservancy and Hydropower College;2010-02
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