Effective stress in double porous media with two immiscible fluids

Geophysical Research Letters

Volumn 32, Issue 15, 2005, Pages

  Khalili, N ^a   Witt, R ^a   Laloui, L ^b   Vulliet, L ^b   Koliji, A ^b  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

^b EPFL   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTOPLASTICITY; MECHANICAL PROPERTIES; POROSITY; POROUS MATERIALS; STRESS ANALYSIS; STRESSES;

DOUBLE POROUS MEDIA; EFFECTIVE STRESS PARAMETERS; IMMISCIBLE FLUIDS; MULTI-PHASE MULTI-POROUS MEDIA;

GEOPHYSICS;

IMMISCIBLE FLUID; POROUS MEDIUM;

EID: 25844431570     PISSN: 00948276     EISSN: None     Source Type: Journal    
DOI: 10.1029/2005GL023766     Document Type: Article

References (18)

1. Barenblatt, G. I., I. P. Zeltov, and N. Kochina (1960), Basic concepts in the theory of seepage of homogenous liquids in fissured rocks, J. Appl. Math. Mech., 24, 1286-1303.
2. Biot, M. A. (1941), General theory of three-dimensional consolidation, J. Appl. Phys., 12, 155-164.
3. Bishop, A. W. (1959), The principle of effective stress, Tek. Ukebl., 106, 859-863.
4. Callari, C., and F. Federico (2000), FEM validation of a double porosity elastic model for consolidation of structurally complex clayey soils, Int. J. Numer. Anal. Methods Geomech., 24(4), 367-402.
5. Fredlund, D. G., and N. R. Morgenstern (1977), Stress state variables for unsaturated soils, J. Geotech. Eng. Div. Am. Soc. Civ. Eng., 103(GT5), 447-466.
6. Houlsby, G. T. (1997), The work input to an unsaturated granular material, Geotechnique, 47(1), 193-196.
7. Hutter, K., L. Laloui, and L. Vulliet (1999), Thermodynamically based moisture models of saturated and unsaturated soils, Mech. Cohesive Frictional Mater., 4, 295-338.
8. Khalili, N., and M. H. Khabbaz (1998), A unique relationship for x for the determination of the shear strength of unsaturated soil, Geotechnique, 48(5), 681-687.
9. Khalili, N., and S. Valliappan (1996), Unified theory of flow and deformation in double porous media, Eur. J. Mech., Ser. A, 15(2), 321-336.
10. Khalili, N., F. Geiser, and G. E. Blight (2004), Effective stress in unsaturated soils, a review with new evidence, Int. J. Geomech., 4(2), 115-126.
11. Laloui, L., G. Klubertanz, and L. Vulliet (2003), Solid-liquid-air coupling in multiphase porous media, Int. J. Numer. Anal. Methods Geomech., 27(3), 183-206.
12. Loret, B., and N. Khalili (2000), A three phase model for unsaturated soils, Int. J. Numer. Anal. Methods Geomech., 24(11), 893-927.
13. Loret, B., and N. Khalili (2002), An effective stress elasto-plastic model for unsaturated soils, Mech. Mater., 44, 97-116.
14. Nur, A., and J. D. Byerlee (1971), An exact effective stress law for elastic deformation of rocks with fluids, J. Geophys. Res., 76(26), 6414-6419.
15. Pao, W. K. S., and R. W. Lewis (2002), Three-dimensional finite element simulation of three phase flow in a deforming fissured reservoir, Comput. Methods Appl. Mech. Eng., 191(23-24), 2631-2659.
16. Skempton, A. W. (1961), Effective stress in soils, concrete and rocks, in Pore Pressure and Suction in Soil, pp. 4-16, Butterworths, London.
17. Terzaghi, K. (1936), The shear resistance of unsaturated soil, Proc. 1st Int. Conf. Soil Mech. Found. Eng., 1, 54-56.
18. Wheeler, S. J., and V. Sivakumar (1995), An elasto-plastic critical state framework for unsaturated soils, Geotechnique, 45, 35-53.