How to Fit simply Soil Mechanics Behaviour with Incremental Modelling and to Describe Drained Cyclic Behaviours

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dc.creatorEvesque, P.
dc.date2005-07-04
dc.date.accessioned2026-07-07T03:05:53Z
dc.date.available2026-07-07T03:05:53Z
dc.descriptionIt has been proposed recently a new incremental modelling to describe the mechanics of soil. It is based on two parameters called the pseudo Young modulus E=1/Co and the pseudo Poisson coefficient n, which both evolve during compression. Evolution of n is known since it shall fit the Rowe's law of dilatancy, but Co has to be evaluated from experiment. In this paper we proposed a way to evaluate the Co variation from other mechanical modelling. The way cyclic behaviour of drained sample can be modelled is also described.
dc.description9 pages + 1 page, 2 Figures
dc.identifierhttps://arxiv.org/abs/cond-mat/0507072
dc.identifierhttp://arxiv.org/abs/cond-mat/0507072
dc.identifierPoudres & Grains 11, 49-57, (2000), ISSN 1257-3957
dc.identifier.urihttp://salesiana.dossiersoluciones.com/handle/123456789/26615
dc.subjectSoft Condensed Matter
dc.titleHow to Fit simply Soil Mechanics Behaviour with Incremental Modelling and to Describe Drained Cyclic Behaviours
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