摘要
结合武汉市长江支流滠水干堤防渗加固处理 ,探讨了防渗墙的渗透系数、厚度、深度对非均质土堤堤内地表面渗透坡降的影响 ;
The non-homogeneous earth embankment along She river, a tributary of the Yangtze river, is strengthened by building cutoff wall in its body and foundation, and by laying weighty blanket at its toe side, the effect of cutoff wall with different seepage coefficient, thickness and depth, and the effect of weighty blanket with different seepage coefficient and thickness are analyzed.
出处
《湖北水力发电》
2004年第1期26-28,56,共4页
Hubei Water Power
关键词
非均质土堤
防渗墙
盖重
渗透坡降
non-homogeneous earth embankment, cutoff wall, weighty blanket, seepage gradient
