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双层地基一维固结特性研究综述
引用本文:郑健龙,周驰晴,张军辉.双层地基一维固结特性研究综述[J].长沙理工大学学报(自然科学版),2012(1):1-11.
作者姓名:郑健龙  周驰晴  张军辉
作者单位:长沙理工大学交通运输工程学院;长沙理工大学公路工程省部共建教育部重点实验室
基金项目:国家重点基础研究发展计划资助项目(973项目)(2011CB411910);国家自然科学基金资助项目(51108048);交通部西部交通科技项目(2009318000062,2009319825090)
摘    要:根据国内外文献,综述了现有双层及多层地基一维固结特性的研究概况,从理论研究、计算方法和试验研究三个方面介绍了现有的研究成果,并简要论述了存在的问题及今后进一步研究的方向。

关 键 词:软土  双层地基  一维固结

Summary of 1-D consolidation characteristics of double-layered ground
ZHENG Jian-long,ZHOU Chi-qing,ZHANG Jun-hui.Summary of 1-D consolidation characteristics of double-layered ground[J].Journal of Changsha University of Science and Technology:Natural Science,2012(1):1-11.
Authors:ZHENG Jian-long  ZHOU Chi-qing  ZHANG Jun-hui
Institution:1,2(1.School of Traffic and Transportation Engineering,Changsha University of Science and Technology, Changsha 410004,China;2.Key Laboratory of Highway Engineering of Ministry of Education,Changsha University of Science and Technology,Changsha 410004,China)
Abstract:Based on domestic and foreign literatures,the research situation of 1-D consolidation characteristics of double-layered and layered ground has been reviewed,of which the achievements of theory research,calculation methods and experimental research have been introduced.The existing problems and further research topics are also discussed.
Keywords:soft soil  double-layered ground  1-D consolidation
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