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contributor authorS. Horpibulsuk
contributor authorM. D. Liu
contributor authorZiling Zhuang
contributor authorZhen-Shun Hong
date accessioned2017-12-16T09:13:38Z
date available2017-12-16T09:13:38Z
date issued2016
identifier other%28ASCE%29GM.1943-5622.0000663.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240177
description abstractUnlike that adopted in most existing compression models, the complete compression curve of reconstituted clays in the e − lnp′ space is S shaped. In this paper, an accurate S-shaped equation is proposed that is suitable for describing the complete compression behavior of reconstituted clays with p′ ≥ 0.01 kPa. The proposed equation is an elementary function and is ready for implementation into general stress and strain models. The proposed compression equation is validated by simulating the compression behavior of a variety of reconstituted clays.
publisherAmerican Society of Civil Engineers
titleComplete Compression Curves of Reconstituted Clays
typeJournal Paper
journal volume16
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000663
treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
contenttypeFulltext


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