摘要
在顺安河航道改造中,就钟仑河口至长江口段两侧各约1.55km左右3、4级大堤的砂质坝基防渗问题提出的三种防渗处理方案进行比选。
Three anti-seepage treatment schemes for the sandy embankment foundation of 1.55km-long class III & class IV embankments on both sides of waterway from Zhonglun Estuary to the Yangtze Estuary in waterway renovation engineering of Shun′an River are compared.
出处
《水运工程》
北大核心
2005年第6期13-16,共4页
Port & Waterway Engineering
关键词
砂质坝基
防渗处理
方案比选
sandy embankment foundation
anti-seepage treatment
scheme comparison and selection
