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dc.contributor.authorGraham, J
dc.contributor.authorTanaka, N
dc.contributor.authorCrilly, T
dc.contributor.authorAlfaro, M
dc.date.accessioned2007-09-10T11:24:55Z
dc.date.available2007-09-10T11:24:55Z
dc.date.issued2001-06-30T11:24:55Z
dc.identifier.citation0008-3674; CAN GEOTECH J, JUN 2001, vol. 38, no. 3, p.608 to 621.en
dc.identifier.urihttp://hdl.handle.net/1993/2795
dc.description.abstractThe Cam-Clay model for isothermal mechanical behaviour of clays has been extended to take account of the effects of temperature on stress-strain behaviour. The assumptions used in constructing the new model are based on published results and on new data presented in the paper. The model allows prediction of how heating and cooling affect volume changes, pore-water pressures, and strengths for both normally consolidated and overconsolidated saturated clays. It permits modelling of observed reductions in the overconsolidation ratio with increasing temperature. The model provides accessible qualitative explanations for temperature effects that were previously difficult to understand. It will also allow easy implementation for quantitative modelling in triaxial stress fields. Results predicted by the model are compared with data collected by the authors at temperatures up to 100 degreesC. The model does not account for changes that occur in clay minerals at higher temperatures, for example, in bentonites at temperatures higher than about 150 degreesC.en
dc.format.extent647924 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoengen_US
dc.rightsNo part of the NRC Research Press electronic journals may be reproduced, stored, or transmitted in any form or by any means, without the written permission of the publisher, except as stated below. Under the Canadian Copyright Act, individuals may download or print single copies of articles for personal research or study. Any person may reproduce short excerpts from articles in the journals for any purpose that respects the moral rights of authors, provided that the source is fully acknowledged. As a courtesy, the consent of authors of such material should be obtained directly from the author. Authorization to reproduce items for other than personal research or study, as stated above, may be obtained via Access © upon payment of the copyright fee of $10.00 per copy. NRC Research Press also extends certain additional rights to authors. The above rights do not extend to copying or reproduction for general distribution, for advertising or promotional purposes, for creating new collective works, or for resale. For such copying or reproduction, arrangements must be made with NRC Research Press.en
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectclayen
dc.subjecttriaxialen
dc.subjecttemperatureen
dc.subjectmodellingen
dc.subjectelastic-plasticen
dc.subjectCam-Clayen
dc.subjectSTRESS-STRAIN BEHAVIORen
dc.subjectELEVATED-TEMPERATURESen
dc.subjectSATURATED CLAYSen
dc.subjectSANDen
dc.subjectWATERen
dc.subjectSOILSen
dc.subjectTHERMOPLASTICITYen
dc.subjectCONSOLIDATIONen
dc.subjectMIXTURESen
dc.subjectBUFFERen
dc.titleModified Cam-Clay modelling of temperature effects in claysen
dc.typejournal articleen_US
dc.typeinfo:eu-repo/semantics/article
dc.statusPeer revieweden
dc.identifier.doihttp://dx.doi.org/10.1139/t00-125


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