摘要：丹江口大坝加高工程河床坝段防渗帷幕已运行30余年，局部区域渗流、渗压异常，大坝加高后其运行条件发生变化，能否满足要求，需对其防渗效果进行全面检测，并通过相应的试验研究，对现有帷幕的效果和耐久性作出评价，以确定其补强灌浆部位及方法。

关键词：灌浆帷幕；检测；耐久性；丹江口大坝

中图分类号：TV543 文献标识码：A 文章编号：1672-1683（2008）01-0110-02

Effect Back-Check and Endurance Research on Foundation Curtain Grouting

CAI Han-sheng,YAO Chun-lei

(Changjiang Institute of Survey,Planning,Design and Research,Changjiang Water Resources Commission,Wuhan 430010,China)

Abstract:Curtain grouting of the Danjiangkou dam have been running more than thirty years with part of it being of seepage and infiltration pressure unconventionslity.After Danjiangkou dam have been heightened,the running condition will change,whether or ont to meet the request,the curtain grouting needs all-sided back-check.By carrying out related examination and research to estimate the effect and endurance of the existence curtain we can confirm position and method of the reinforce grouting.

Key words:curtain grouting;back-check;endurance;Danjingkou dam

参考文献：

[1]郭晓刚，徐年丰，蔡汉生.丙凝灌浆帷幕耐久性研究现状评述及展望[J].南水北调与水利科技，2006，4（3）：57-59.

[2]杨光中，彭汉兴，马晓辉.丹江口大坝坝基水质特征及帷幕性状评价[J].水利发电学报，2000，（4）：34-39.

作者简介：蔡汉生（1968-）男，湖北武汉人，工学学士，主要从事基础处理设计及试验研究工作。

来源：《南水北调与水利科技》2008年第1期