A simple anisotropic clay plasticity model

Dafalias, YF; Manzari, MT; Akaishi, M

dc.contributor.author	Dafalias, YF	en
dc.contributor.author	Manzari, MT	en
dc.contributor.author	Akaishi, M	en
dc.date.accessioned	2014-03-01T01:17:23Z
dc.date.available	2014-03-01T01:17:23Z
dc.date.issued	2002	en
dc.identifier.issn	0093-6413	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/14504
dc.subject	Anisotropy	en
dc.subject	Clay	en
dc.subject	Critical state	en
dc.subject	Plasticity	en
dc.subject	Soil	en
dc.subject.classification	Mechanics	en
dc.subject.other	Anisotropy	en
dc.subject.other	Computer simulation	en
dc.subject.other	Energy dissipation	en
dc.subject.other	Plasticity	en
dc.subject.other	Soil mechanics	en
dc.subject.other	Critical state soil mechanics (CSSM)	en
dc.subject.other	Clay	en
dc.title	A simple anisotropic clay plasticity model	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/S0093-6413(02)00252-5	en
heal.identifier.secondary	http://dx.doi.org/10.1016/S0093-6413(02)00252-5	en
heal.language	English	en
heal.publicationDate	2002	en
heal.abstract	An anisotropic clay plasticity constitutive model is extended to include a non-associative flow rule for the successful simulation of the response under undrained loading for some normally consolidated sensitive clays, including possible softening response, without altering otherwise the simple basic structure of the formulation. The model has been developed within the framework of critical state soil mechanics (CSSM) for the triaxial space. The model's structure deviates, in general, from the particular premises of CSSM in regards to a unique critical state line in the space of void ratio and effective pressure, in order to simulate observed experimental data. (C) 2002 Published by Elsevier Science Ltd.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Mechanics Research Communications	en
dc.identifier.doi	10.1016/S0093-6413(02)00252-5	en
dc.identifier.isi	ISI:000177948500006	en
dc.identifier.volume	29	en
dc.identifier.issue	4	en
dc.identifier.spage	241	en
dc.identifier.epage	245	en