Effective stress based numerical model for hydro-mechanical analysis in unsaturated porous media

Computational Mechanics

Volumn 26, Issue 2, 2000, Pages 174-184

  Khalili, N ^a   Khabbaz, M H ^a   Valliappan, S ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; FLUID STRUCTURE INTERACTION; MATHEMATICAL MODELS; MATHEMATICAL TECHNIQUES; POROUS MATERIALS; STRESS CONCENTRATION;

FLOW DEFORMATION; HYDROMECHANICAL ANALYSIS;

MECHANICAL PERMEABILITY;

EID: 0034247418     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004660000165     Document Type: Article

References (20)

1. Alonso EE, Battle F, Gens A, Lloret A (1988) Consolidation analysis of partially saturated soils: Application to earthdam construction. In: Swoboda (Ed.), Numerical Methods in Geomechanics, Innsbruck, Balkema, Rotterdam, pp. 1303-1308
2. Bear J (1972) Dynamics of fluids in porous media, American Elsevier
3. Brooks RH, Corey AT (1966) Properties of porous media affecting fluid flow. J. Irrigation and Drainage Dev. ASCE, 92(IR2): 61-68
4. Dakshanamurthy V, Fredlund DG, Rahardjo H (1984) Coupled three-dimensional consolidation theory of unsaturated porous media. 5th International Conference on Expansive Soils, Adelaide, South Australia, 21-32 May, pp. 99-103
5. Fredlund DG, Rahardjo H (1993) Soil Mechanics for Unsaturated Soils, John Wiley & Sons Inc., New York
6. Fredlund DG, Hasan JU (1979) One-dimensional consolidation theory: Unsaturated soils. Can. Geotech. J. 16: 521-531
7. Fredlund DG, Rahardjo H (1986) Unsaturated soil consolidation theory and laboratory experimental data. In: Yong, Townsend (Eds.), Consolidation of Soils: Testing and Evaluation, ASTM STP 892, American Society for Testing and Materials, Philadelphia, pp. 154-169
8. Fry JJ, Delage P, Nedjat N, Nanda A (1993) Computing the stability of clay fill dams under construction. J. Water Power and Dam Construction. 45 (3): 26-29
9. Gatmiri B, Delage P (1995) A new void ratio state surface formulation for the non-linear elastic constitutive modelling of unsaturated soil: Code U-Dam. In: Alonso, Delage (Eds.), Proceedings of 1st International Conference on Unsaturated Soils, Paris, France, pp. 745-750
10. Khalili N, Khabbaz MH (1995) On the theory of three-dimensional consolidation in unsaturated soils. In: Alonso, Delage (Eds.), Proceedings of 1st International Conference on Unsaturated Soils, Paris, France, pp. 745-750
11. Khalili N, Valliappan S (1996) Unified theory of flow and deformation in double porous media. Eur. J. Mech. A/Solids 15: (2): 321-336
12. Lloret A, Alonso EE (1980) Consolidation of unsaturated soils including swelling and collapse behaviour. Geotechnique, 30 (4): 449-477
13. Lloret A, Gens A, Batlle F, Alonso EE (1987) Flow and deformation analysis of partially saturated soils. In: Hanrahan, Orr, Widdis (Eds.), Groundwater Effects in Geotechnical Engineering, Balkema, Rotterdam, Netherlands, pp. 565-568
14. Loret B, Khalili N (2000) A three phase model for unsaturated soils, (in press) Int. J. Num. Anal. Meth. in Geomech.
15. Narasimhan TN, Witherspoon PA (1977) Numerical model for saturated-unsaturated flow in deformable porous media, 1: Theory. Wat. Resou. Res. 13 (3): 657-664
16. Nur A, Byerlee JD (1971) An exact effective stress law for elastic deformation of rock with fluids. J. Geophys. Res. 76 (26): 6414-6419
17. Schrefler BA, Simoni L (1991) Comparison between different finite element solutions for immiscible two phase flow in deforming porous media. Proceedings of IACMAG'91, A.A. Balkema, Rotterdam pp. 1215-1224
18. Schrefler BA, Xiaoyong Z (1993) A fully coupled model for water flow and air flow in deformable porous media. Wat. Resou. Res. 29 (1): 155-167
19. van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. America J. 44: 892-898
20. Yoshimi Y, Osterberg JO (1963) Comparison of partially saturated cohesive soils. J. Soil Mech. Found. Div. Proc. Amer. Soc. Civil Eng. 89 (SM4): 1-24