On constitutive equations and effective stress principles for deformable, double-porosity media

Water Resources Research

Volumn 32, Issue 12, 1996, Pages 3621-3622

  Wang, Herbert F ^a   Berryman, James G ^b  

^a UNIVERSITY OF WISCONSIN MADISON   (United States)

^b LAWRENCE LIVERMORE NATIONAL LABORATORY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FRACTURE; PORE PRESSURE; POROSITY;

AMERICAN GEOPHYSICAL UNION; BEREA SANDSTONE; CONFINING PRESSURES; DOUBLE POROSITY MEDIUM; EFFECTIVE STRESS; REPRESENTATIVE VALUES; VOLUME AVERAGING METHOD; VOLUMETRIC STRAIN;

CONSTITUTIVE EQUATIONS;

DOUBLE POROSITY MEDIUM; EFFECTIVE STRESS PRINCIPLE; FRACTURE; PORE PRESSURE; POROELASTICITY; POROUS MEDIUM;

EID: 0030301031     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/96WR02838     Document Type: Article

References (6)

1. Berryman, J. G., Effective stress for transport properties of inhomogeneous porous rock, J. Geophys. Res., 97, 17,409-17,424, 1992.
2. Berryman, J. G., and H. F. Wang, The elastic coefficients of double-porosity models for fluid transport in jointed rock, J. Geophys. Res., 100, 24,611-24,627, 1995.
3. Biot, M. A., General theory of three dimensional consolidation, J. Appl. Phys., 12, 155-164, 1941.
4. Pride, S. R., A. F. Gangi, and F. D. Morgan, Deriving the equations of motion for porous isotropic media, J. Acoust. Soc. Am., 92, 3278-3290, 1992.
5. Slattery, J. C., Flow of viscoelastic fluids through porous media, Am. Inst. Chem. Eng., 13, 1066-1071, 1967.
6. Tuncay, K., and M. Y. Corapcioglu, Effective stress principle for saturated fractured porous media, Water Resour. Res., 31, 3103-3106, 1995.