摘要
结合西安集装箱中心站工程的湿陷性黄土不良地质,分析了重型振动碾压技术的工作原理,通过重型振动碾压技术的应用,表明该技术可有效消除黄土的湿陷性,可使压实度、承载力、压缩模量达到设计要求。
This paper presents a case history of using a heavy vibratory to eliminate the potential wetting settlement of loess soil deposits in the Xi’an Central Container Station Project.The principles of the heavy vibratory rolling technique are briefly introduced.After the rolling compaction,the degree of compaction bearing capacity and the modulus of compression have increased and the wetting settlement of the loess soils can also be effectively eliminated.
出处
《土工基础》
2014年第5期42-43,46,共3页
Soil Engineering and Foundation
关键词
重型振动碾压
压实度
湿陷性
压缩模量
Heavy Vibratory Roller
Degree of Compaction
Collapsibility
Compression Modulus