Sedimentation-consolidation of a double porosity material

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dc.creatorWong, Henry
dc.creatorLeo, Chin J.
dc.creatorPereira, Jean-Michel
dc.creatorDubujet, Philippe
dc.date2008-09-25
dc.date.accessioned2026-07-07T10:05:17Z
dc.date.available2026-07-07T10:05:17Z
dc.descriptionThis paper studies the sedimentation-consolidation of a double porosity material, such as lumpy clay. Large displacements and finite strains are accounted for in a multidimensional setting. Fundamental equations are derived using a phenomenological approach and non-equilibrium thermodynamics, as set out by Coussy [Coussy, Poromechanics, Wiley, Chichester, 2004]. These equations particularise to three non-linear partial differential equations in one dimensional context. Numerical implementation in a finite element code is currently being undertaken.
dc.identifierhttps://arxiv.org/abs/0809.4392
dc.identifierhttp://arxiv.org/abs/0809.4392
dc.identifierComputers and Geotechnics 34, 6 (2007) 532-538
dc.identifierdoi:10.1016/j.compgeo.2006.12.001
dc.identifier.urihttp://salesiana.dossiersoluciones.com/handle/123456789/169965
dc.subjectClassical Physics
dc.titleSedimentation-consolidation of a double porosity material
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