Modeling Virgin Compression of Reconstituted Clay at Different Initial Water Contents  

Modeling Virgin Compression of Reconstituted Clay at Different Initial Water Contents

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作  者:卞夏 钱森 丁建文 

机构地区:[1]Geotechnical Research Institute, College of Civil and Transportation Engineering, Hohai University [2]Institute of Geotechnical Engineering, School of Transportation, Southeast University

出  处:《China Ocean Engineering》2015年第5期745-755,共11页中国海洋工程(英文版)

基  金:financially supported by the National Natural Science Foundation of China(Grant Nos.41502263,41372309 and 41330641);the National Key Basic Research Program of China(973 Program,Grant No.2015CB057803);the Natural Science Foundation of Jiangsu Province(Grant No.BK20150819);the Fundamental Research Funds for the Central Universities of China in support of this study is also gratefully acknowledged

摘  要:The observations on compressibility of reconstituted clays show that the compression line with a higher initial water content lies above the compression line with a lower initial water content for a given clay. Hence there exists additional void ratio due to initial water contents among virgin compression lines(VCLs) of reconstituted clays. In this paper, the difference in void ratio caused by different initial water contents is investigated based on the empirical equation proposed by Liu and Carter(2000) for describing the differential void ratio at the same stress between natural and reconstituted clays. The mechanism of compressibility of reconstituted clays, when the stress level is larger than the remolded yield stress, is also discussed.The observations on compressibility of reconstituted clays show that the compression line with a higher initial water content lies above the compression line with a lower initial water content for a given clay. Hence there exists additional void ratio due to initial water contents among virgin compression lines(VCLs) of reconstituted clays. In this paper, the difference in void ratio caused by different initial water contents is investigated based on the empirical equation proposed by Liu and Carter(2000) for describing the differential void ratio at the same stress between natural and reconstituted clays. The mechanism of compressibility of reconstituted clays, when the stress level is larger than the remolded yield stress, is also discussed.

关 键 词:initial water content reconstituted clay compressibility 

分 类 号:P751[交通运输工程—港口、海岸及近海工程]

 

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