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Publications tagged with [porous media]
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van Duijn D.J.
,
Hassanizadeh S. M.
et al.
Several experiments have evidenced the occurrence of saturation overshoots for flows in homogeneous porous media. Such phenomena are ruled out by standard mathematical models, which are based on equilibrium assumptions. In this presentation we discuss nonequilibrium ...
Filed under:
Geology -
Hydrogeology
Reference:
5th International Conference on Applications of Porous Media, Romania, 2013
Work carried out in the last decade or so suggests that the simulators for multiphase flow in porous media should include an additional term, namely a dynamic coefficient, as a measure of the dynamic effect associated with capillary pressure. In this work, ...
Filed under:
Geology -
Hydrogeology
Reference:
AIChE Journal June 2012 Vol. 58, No. 6
This paper examines two-phase flow in porous media with heterogeneous capillary pressure functions. This problem has received very little attention in the literature, and constitutes a challenge for numerical discretization, since saturation discontinuities ...
Filed under:
Soil Mechanics -
Numerical Methods
Reference:
International Journal of Numerical Analysis & Modeling;2012, Vol. 9 Issue 3, p505
In this study, dynamic response of a circular tunnel embedded in a porousmedium and subjected to a moving axisymmetric ring load is investigated. To avoid treating Biot’s dynamic equations directly, two scalar potentials and two vector potentials are introduced ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
Department of Civil Engineering, Research Report R857
Lu F. J.-F.
,
Jeng D-S.
et al.
In this study, the frequency domain dynamic response of a pile embedded in a porous medium and subjected to SH seismic waves is investigated. The surrounding porous medium of the pile is described by Biot’s theory, while the pile embedded in the porous medium ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Department of Civil Engineering, Research Report R858
<p>Assuming a geometrically linear description (small displacements and small deformation gradients) and linear constitutive equations (Hooke’s law) the governing equations are derived for two poroelastic theories, Biot’s theory (BT) and the Theory ...
Filed under:
Soil Mechanics -
Numerical Methods
Reference:
16th ASCE Engineering Mechanics Conference, July 16-18, 2003, University of Washington, Seattle