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Sedimentation–consolidation of a double porosity material
AbstractThis 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.
Sedimentation–consolidation of a double porosity material
AbstractThis 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.
Sedimentation–consolidation of a double porosity material
Wong, Henry (author) / Leo, Chin J. (author) / Pereira, J.M. (author) / Dubujet, Ph. (author)
Computers and Geotechnics ; 34 ; 532-538
2006-12-05
7 pages
Article (Journal)
Electronic Resource
English
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