摘要
文章进行了大量的室内试验,研究了某堤塘吹填土的物理力学性质,分析了吹填土堤防土工参数的变化特征。试验表明,大部分堤段的吹填土在固结稳定后能够达到设计干密度。
Based on a lots of laboratory tests, physical and mechanical character of dredger fill in a river embankment are studied, meanwhile, the change laws of geotechnical parameters of dredger fill are researched. According to the real data of site sampling, dredger fill in most parts of embankments reach the designed dry density after stabilization by consolidation.
出处
《安徽水利水电职业技术学院学报》
2005年第3期20-23,共4页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
堤防
吹填土
试验
干密度
embankment
dredger fill
test
dry density
