摘要
结合乌鲁瓦提工程，针对乌鲁瓦提砾石料的级配特性，通过试验研究，结果表明处于骨架颗粒孔隙中的细颗粒在水流的作用下极易产生移位和流失，而使砾石料的整体渗透特性发生变化；
It is considered from the experiment results that the fine grains are easily moved and eroded under the seepage flow in accordance with the graded characteristics of sandy gravel for Wuluwati Project, therefore the influence of seepage flow makes the seepage characteristics of sandy gravel change. The transformation and movement of fine grains can not take any effect on the grain skeleton.
出处
《武汉水利电力大学学报》
CAS
CSCD
1999年第3期93-97,共5页
Engineering Journal of Wuhan University
