摘要
根据营口港四期吹填形成的黏土区,进行强夯方案设计,结合实际情况采取各种强夯措施,使陆域吹填土满足使用要求。
By taking various dynamic a tamping measures for the clayey soil formed by backfilling at the back land area of Yingkou Port Phase IV project,a satisfactory effect was achieved.
出处
《水运工程》
北大核心
2007年第S1期78-79,82,共3页
Port & Waterway Engineering
关键词
黏土
强夯
设计
施工
clay
dynamic tamping
design
construction
