Experimental study on overflow breaching of embankments constructed with silty clay

被引：0
|
作者：
Wei, Hongyan [1 ]
Yu, Minghui [1 ]
Li, Yitian [1 ]
Wu, Songbai [1 ]
机构：
[1] State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan,430072, China
来源：
Shuikexue Jinzhan/Advances in Water Science | 2015年 / 26卷 / 05期
关键词：
Cohesion force - Headcuts - Overflow breaching - Silty clay - Soil Porosity - Soil water content;
D O I：
10.14042/j.cnki.32.1309.2015.05.008
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：668 / 675
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