A continuum theory of porous media saturated by multiple immiscible fluids: I. Linear poroelasticity

被引:159
作者
Wei, CF [1 ]
Muraleetharan, KK [1 ]
机构
[1] Univ Oklahoma, Sch Civil Engn & Environm Sci, Norman, OK 73019 USA
基金
美国国家科学基金会;
关键词
continuum theory; multiphase porous media; theory of mixtures with interfaces; dynamic compatibility conditions on interfaces; poroelasticity; acoustic wave;
D O I
10.1016/S0020-7225(02)00068-X
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The mechanical behavior of porous media is largely governed by the interactions among coexisting components. These interactions occur through interfaces. In this paper, a continuum theory of multiphase porous media is developed that can be used to characterize the interactions among various components. Central to the theory is the implementation of the dynamic compatibility conditions microscopically representing the constraints on the pressure jumps across the interfaces. It is shown that capillary relaxation processes are thermodynamically associated with the changes in the volume fractions of fluids. A linear model is developed by a formal linearization of the proposed theory. For fully saturated conditions, the linearized theory reduces to the Biot's poroelasticity model. A procedure to evaluate the material constants is presented for the porous media with two fluids. The linear model is utilized to analyze the propagation of acoustic waves in an unsaturated rock. The theoretical results are compared with the experimental data available in the literature. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1807 / 1833
页数:27
相关论文
共 47 条
[1]   ON THE PROBLEM OF DIFFUSION IN SOLIDS [J].
AIFANTIS, EC .
ACTA MECHANICA, 1980, 37 (3-4) :265-296
[2]  
[Anonymous], 1962, NONEQUILIBRIUM THERM
[3]  
[Anonymous], ARCH MECH PL
[4]  
[Anonymous], 1956, P 2 AUSTR NZ C SOIL
[5]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[6]   THEORIES OF IMMISCIBLE AND STRUCTURED MIXTURES [J].
BEDFORD, A ;
DRUMHELLER, DS .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1983, 21 (08) :863-960
[7]   Modified Darcy's law, Terzaghi's effective stress principle and Fick's law for swelling clay soils [J].
Bennethum, LS ;
Murad, MA ;
Cushman, JH .
COMPUTERS AND GEOTECHNICS, 1997, 20 (3-4) :245-266
[8]   VARIATIONAL LAGRANGIAN-THERMODYNAMICS OF NONISOTHERMAL FINITE STRAIN MECHANICS OF POROUS SOLIDS AND THERMOMOLECULAR DIFFUSION [J].
BIOT, MA .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1977, 13 (06) :579-597
[10]   THEORY OF FINITE DEFORMATIONS OF POROUS SOLIDS [J].
BIOT, MA .
INDIANA UNIVERSITY MATHEMATICS JOURNAL, 1972, 21 (07) :597-&