摘要
通过对过湿土性状分析,从理论和试验两方面论证了其修筑路基的可行性。并通过一系列试验数据,阐述了过湿土CBR值与含水量、击实功的关系。提出了过湿土修筑路基的技术措施和压实度检测方法。
By analyzing the properties of over-wet soil, its fessibility used for roadbed is studied theoretically and experimentally. Through a series of testing data, the relationship of CBR with moisture content and compaction work is offered for the over-wet soil. The technical measures and compaction testing method are presented for constructing roadbed with over-wet soil.
出处
《山东建筑大学学报》
2007年第3期203-206,254,共5页
Journal of Shandong Jianzhu University
关键词
过湿土
CBR值
含水量
击实功
压实度
over-wet soil
CBR
moisture content
compaction work
degree of compaction
