松山引水工程大坝基础防渗设计  

Design of dam foundation seepage prevention in Songshan diversion project

作　　者：于青 孙健 李桂芳 杨霞 

机构地区：[1]东北勘测设计研究院,吉林长春130021

出　　处：《东北水利水电》2000年第8期4-5,共2页Water Resources & Hydropower of Northeast China

摘　　要：松山引水工程是在漫江的松山坝址筑坝 ,通过引水洞将漫江水引入松江河。松山引水工程大坝为面板堆石坝 ,趾板基础座落在弱风化安山岩上部。Songshan water diversion projects consist of a dam on Manjiang river and a tunnel transfer water of Manjiang river to Songjiang river. The dam of Songjiang diversion project is a rockfill dam with face slab. The toe slab is situated on top of light weathering andesite. Toe slab seepage prevention adopts common consolidation grouting and curtain grouting.

关 键 词：引水工程 基础防渗 固结灌浆 帷幕灌浆 大坝 

分 类 号：TV223.4[水利工程—水工结构工程]