摘要
针对闸坝绕渗造成建筑物破坏的现象．分析了在工程设计中，必须对绕渗问题和地基渗流同时考虑．并提出了绕渗的控制措施．
The seepage around abutment should be considered while consider thenormal seepage problem,seepage control measures should be put forward during the engineering design period.
出处
《黑龙江大学工程学报》
1999年第1期77-78,共2页
Journal of Engineering of Heilongjiang University
关键词
地基闸坝
侧岸绕渗
扬压力
出渗坡降
foundation of dam and gate, seepage around abutment, uplift, thresholdgradient.
