2007
DOI: 10.1002/nag.613
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Revisiting the constitutive equations of unsaturated porous solids using a Lagrangian saturation concept

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Cited by 87 publications
(81 citation statements)
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“…Since the porous space now deforms, instead of (1-1) we write (1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12) where ϕ J accounts for the change in the partial porosity φ J due to deformation only. In contrast to the standard Eulerian configuration referring to the current deformed configuration, as recently introduced in [Coussy 2007], the saturation S J can be regarded as a Lagrangian saturation related to phase J, since it refers to the undeformable configuration. More precisely, starting from full liquid saturation, φ 0 S L V is the volume in the undeformable configuration whose solid walls will still be wetted in the current deformed configuration [Coussy 2007].…”
Section: Unsaturated Poroelasticitymentioning
confidence: 99%
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“…Since the porous space now deforms, instead of (1-1) we write (1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12) where ϕ J accounts for the change in the partial porosity φ J due to deformation only. In contrast to the standard Eulerian configuration referring to the current deformed configuration, as recently introduced in [Coussy 2007], the saturation S J can be regarded as a Lagrangian saturation related to phase J, since it refers to the undeformable configuration. More precisely, starting from full liquid saturation, φ 0 S L V is the volume in the undeformable configuration whose solid walls will still be wetted in the current deformed configuration [Coussy 2007].…”
Section: Unsaturated Poroelasticitymentioning
confidence: 99%
“…In contrast to the standard Eulerian configuration referring to the current deformed configuration, as recently introduced in [Coussy 2007], the saturation S J can be regarded as a Lagrangian saturation related to phase J, since it refers to the undeformable configuration. More precisely, starting from full liquid saturation, φ 0 S L V is the volume in the undeformable configuration whose solid walls will still be wetted in the current deformed configuration [Coussy 2007]. This is sketched in Figure 2 for two distinct current deformed configurations, the undeformed reference configuration pertaining to liquid saturated conditions at zero pressure p L .…”
Section: Unsaturated Poroelasticitymentioning
confidence: 99%
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“…Based on the laws of irreversible thermodynamics, the problem of constitutive relations for the two-phase medium consisting of an elastic skeleton and liquids is discussed in detail in Coussy [10], Strzelecki et al [22], Uciechowska and Strzelecki [24]. In these works the assumption was made that the heat flows evenly through the porous medium, meaning that the temperature of the liquid and the skeleton is the same in any given area.…”
Section: Introductionmentioning
confidence: 99%