摘要
对高填方干渠与截流沟平行布置的形式，渠堤间产生滑坡的原因进行了分析，并提出了采用砼防渗墙的处理措施，实践证明效果良好。
The application of concrete cut off wall in preventing the highly refilled main canal running parallel to closure ditches from sliding was proved to be effetive.
出处
《黑龙江大学工程学报》
1999年第3期76-77,共2页
Journal of Engineering of Heilongjiang University
关键词
滑坡
边坡稳定
截渗墙
slide,slope stability,cut off wall.
