摘要
本研究应用FLAC3D对某电站进出水口围堰进行了三维流—固耦合分析 .计算结果表明设置防渗心墙对保证围堰和基础边坡的渗流稳定性是必要的 ,同时指出在施工阶段需要采取加固的部位和措施 .
The analysis of the couple 3 D fluid mechanical about the embankment of a pumped storage station is presented. The result predicts that it is very important to construct a cut off wall to ensure the slop stability of the embankment and foundation. It also points out where must be consolidated and how to do it. This research provides reference for the project construction.
出处
《山东大学学报（工学版）》
CAS
2003年第1期86-89,共4页
Journal of Shandong University（Engineering Science）
关键词
围堰
渗流/流-固耦合分析
Embankment
Seepage/Couple of fluid mechanical
