摘要
介绍了小江水库的基本情况,分析了大坝渗漏的原因,塑性混凝土心墙的防渗作用机理,防渗墙的结构,施工材料及配合比的确定心墙施工工艺流程,质量控制以及加固效果。
Introduced the basic condition of the Xiaojiang reservoir, analyzed the dam seepage cause, and discussed the seepage prevention mechanism, structure of anti-seepage wall, construction materials and technique program, controlling and strengthening effect.
出处
《广西水利水电》
2004年第1期54-56,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
塑性混凝土
防渗心墙
小江水库
配合比
渗漏
concrete plastic anti-seepage core-wall
strengthening
construction
