1993
DOI: 10.1029/92wr01737
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A fully coupled model for water flow and airflow in deformable porous media

Abstract: A fully coupled model is developed to simulate the slow transient phenomena (consolidation) involving flow of water and air in deforming porous media. The model is of the Biot type and incorporates the capillary pressure relationship. The finite element method is used for the discrete approximation of the partial differential equations governing the problem. The temporal discretization error, iteration error and stability error are evaluated. The model is validated with respect to a documented experiment on se… Show more

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Cited by 164 publications
(75 citation statements)
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“…The residual degree of saturation is set to S r ¼ 1%: The mechanical parameters of Del Monte sand used by Liakopoulos are unfortunately unpublished and unknown to us. We chose those proposed by Schrefler and Zhan [36] based on a trial and error technique.…”
Section: Experimental Test: Drainage Of a Sand Columnmentioning
confidence: 99%
See 1 more Smart Citation
“…The residual degree of saturation is set to S r ¼ 1%: The mechanical parameters of Del Monte sand used by Liakopoulos are unfortunately unpublished and unknown to us. We chose those proposed by Schrefler and Zhan [36] based on a trial and error technique.…”
Section: Experimental Test: Drainage Of a Sand Columnmentioning
confidence: 99%
“…The Liakopoulos drainage experiment was simulated by various authors with different approaches [37][38][39]36] to check their numerical models.…”
Section: Comparison Between Experiments and Modellingmentioning
confidence: 99%
“…A fully coupled model for both water¯ow and air¯ow in a deformable porous medium has also been studied by Schre¯er and Zhan. 7 The model has been extended by Schre¯er et al 8 to incorporate immiscible pollutant transport problems, and solutions are obtained by considering subsets of the whole group of governing equations.…”
Section: Introductionmentioning
confidence: 99%
“…This approach provides an ideal framework for multiphasic and multicomponent continua including arbitrary solid deformations based on elasticity, viscoelasticity, or elastoplasticity, as well as an arbitrary pore content of either miscible or immiscible fluids, liquids and gases. The reader who is interested in the basics of the TPM is referred, for example, to the publications of de Boer (2000), de Boer and Ehlers (1986), Bowen (1980Bowen ( , 1982, Ehlers (1991Ehlers ( , 1989Ehlers ( , 2002, Ehlers et al (2004), Wieners et al (2005), Ehlers and Graf (2007), Ehlers (2009) or Schrefler and Zhan (1993), Schrefler and Scotta (2001), and citations therein.…”
Section: Introductionmentioning
confidence: 99%