Experimental Test of the validity of "Isotropic" Approximation for the Mechanical Behaviour of Clay

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dc.creatorEvesque, P.
dc.creatorHattab, M.
dc.date2005-07-07
dc.date.accessioned2026-07-07T03:05:56Z
dc.date.available2026-07-07T03:05:56Z
dc.descriptionExperimental data from axially symmetric compression test at constant mean pressure p on kaolinite clay are used to study the validity of an "isotropic" modelling as a function of the overconsolidation ratio (OCR).The isotropic assumption is found to be quite good for 2<OCR<3 and/or in the range of small deformation for OCR>4. For very large OCR (OCR >10), anisotropic response is observed at few percents of axial deformation. Relation with anisotropic distribution of local forces is made. Pacs # : 5.40 ; 45.70 ; 62.20 ; 83.70.Fn
dc.description6 pages + 1 page, 1 figure
dc.identifierhttps://arxiv.org/abs/cond-mat/0507173
dc.identifierhttp://arxiv.org/abs/cond-mat/0507173
dc.identifierPoudres & Grains 12, 5-10, (2001), ISSN 1257-3957
dc.identifier.urihttp://salesiana.dossiersoluciones.com/handle/123456789/26631
dc.subjectSoft Condensed Matter
dc.titleExperimental Test of the validity of "Isotropic" Approximation for the Mechanical Behaviour of Clay
dc.typetext

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