超百米深河床覆盖层大坝围堰基础防渗设计方案比较研究  

Comparative Study on Anti-seepage Design Schemes of Dam Cofferdam Foundation over 100m Deep Riverbed

作　　者：马敬 蒋兵 Jing Ma;Bing Jiang(Xinjiang Corps Survey and Design Institute(Group)Co.,Ltd.,Urumqi,Xinjiang,830002,China)

机构地区：[1]新疆兵团勘测设计院(集团)有限责任公司,新疆乌鲁木齐830002

出　　处：《水利科学与技术》2019年第1期11-15,共5页Hydraulic Science & Technology

摘　　要：在超百米深河床覆盖层上建设的新疆兵团石门水库,悬挂式防渗墙基础已在大坝围堰防渗工程中获得成功应用,并取得了许多成功经验。论文主要介绍了在超百米深河床覆盖层上,大坝围堰基础设计的方案比较与分析论证,可供同类工程参考。The Xinjiang Bingtuan Shimen Reservoir,built on the over 100-meter deep riverbed overlay,has been successfully applied to the dam cofferdam anti-seepage project and has gained many successful experiences.This paper mainly introduces the comparison and analysis of the dam cofferdam foundation design scheme on the overlying 100-meter deep riverbed cover,which can be used as a reference for similar projects.

关 键 词：围堰基础防渗 方案分析 基坑排水 

分 类 号：TV5[水利工程—水利水电工程]