Transient analysis of ionic replacements in elastic-plastic expansive clays

International Journal of Solids and Structures

Volumn 41, Issue 26, 2004, Pages 7493-7531

  Gajo, Alessandro ^a   Loret, Benjamin ^b  

^a UNIVERSITY OF TRENTO   (Italy)

^b LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CHEMICAL REACTIONS; CLAY; FINITE ELEMENT METHOD; IONS; MASS TRANSFER; MATHEMATICAL MODELS; PLASTICITY; POROUS MATERIALS; SWELLING; TRANSIENTS; VELOCITY MEASUREMENT;

FLUID PHASE; IONIC CONCENTRATION; SOLID PHASE; TRANSIENT ANALYSIS;

SOLID STATE DEVICE STRUCTURES;

EID: 4644303019     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2004.02.055     Document Type: Article

References (31)

1. Acar Y.B., Gale R.J., Hamed J., Putnam G. Acid/base distribution in electrokinetic soil processing. Soils Geology and Foundations, Geotechnical Engineering, Bull. Transportation Research Record. 1288:1991;23-34.
2. Barbour S.L., Fredlund D.G. Mechanisms of osmotic flow and volume change in clay soils. Can. Geotech. J. 26:1989;551-562.
3. Bataille J., Kestin J. Thermodynamics of mixtures. J. Non-Equil. Thermodyn. 2:1977;49-65.
4. Bennethum L.S., Cushman J.H. Coupled solvent and heat transport of a mixture of swelling porous particles and fluids: single time-scale problem. Transport Porous Med. 36:1999;211-244.
5. Di Maio C. Exposure of bentonite to salt solution: osmotic and mechanical effects. Géotechnique. 46(4):1996;695-707.
6. Di Maio C. Discussion on Exposure of bentonite to salt solution: osmotic and mechanical effects. Géotechnique. 48(3):1998;433-436.
7. Di Maio C., Fenelli G. Influenza delle interazioni chimico-fisiche sulla deformabilità di alcuni terreni argillosi. Riv. Ital. Geotec. 1:1997;695-707.
8. Di Maio, C., Onorati, R., 1999. Prove di laboratorio: influenza della compozione del liquido di cella. Rendiconti del XX Convegno Nazionale di Geotecnica, Parma, pp. 87-94.
9. Eringen A.C., Ingram J.D. A continuum theory for chemically reacting media - I. Int. J. Engng. Sci. 3:1965;197-212.
10. Farrar D.M., Coleman J.D. The correlation of surface area with other properties of nineteen British clay soils. J. Soil Sci. 18(1):1967;118-124.
11. Gajo A., Loret B. Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays. Comput. Methods Appl. Mech. Engng. 192:2003;3489-3530.
12. Gajo A., Loret B., Hueckel T. Electro-chemo-mechanical couplings in saturated porous media: elastic-plastic behaviour of heteroionic expansive clays. Int. J. Solids Struct. 39:2002;4327-4362.
13. Haase R. Thermodynamics of Irreversible Processes. 1990;Dover Publications, New York.
14. Hueckel T. Water-Mineral Interaction in Hygro-Mechanics of Clays Exposed to Environmental Loads: a Mixture Approach. Can. Geotech. J. 29:1992;1071-1086.
15. Huyghe J.M., Janssen J.D. Thermo-chemo-electro-mechanical formulation of saturated charged porous solids. Transport Porous Med. 34(1-3):1999;129-141.
16. Kaczmarek M., Hueckel T. Chemo-mechanical consolidation of clays: analytical solutions for a linearized one-dimensional problem. Transport Porous Med. 1330:1998;1-26.
17. Levenston M.E., Eisenberg S.R., Grodzinsky A.J. A variational formulation for coupled physicochemical flows during finite deformations of charged porous media. Int. J. Solids Struct. 35:1998;4999-5019.
18. Loret, B., Gajo, A., 2004. Multi-phase multi-species mixtures. In: Loret, B., Huyghe, J.M. (Eds.), Chemo-mechanical Couplings in Geomechanics and Biomechanics, Cism Course 249, Springer-Verlag, Wien, New York, pp. 149-164, in press.
19. Loret, B., Gajo, A., Simões, F.M., 2004. A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays, European J. Mech. A/Solids, in revised form.
20. Loret B., Hueckel T., Gajo A. Chemo-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays. Int. J. Solids Struct. 39:2002;2773-2806.
21. Malusis M.A., Shackelford C.D. Chemico-osmotic efficiency of a geosynthetic clay liner. J. Geotech. Engng. Div., Trans. ASCE. 128(12):2002;97-106.
22. Malusis M.A., Shackelford C.D. Coupling effects during steady-state solute diffusion through a semi-permeable clay membrane. Environ. Sci. Technol. 36(6):2003;1312-1319.
23. Manassero M., Dominijanni A. Modelling the osmosis effect on solute migration through porous media. Géotechnique. 53(5):2003;481-492.
24. Mitchell J.K. Fundamentals of Soil Behavior. 2nd ed. 1993;J. Wiley & Sons, Chichester.
25. Murad M.A. Thermo-mechanical model for hydration swelling in smectitic clays. Int. J. Numer. Anal. Methods Geomech. 27(7):1999;. Part I: 673-696, Part II: 697-720.
26. Sherwood J.D. Biot poroelasticity of a chemically active shale. Proc. R. Soc. Lond. 440:1993;365-377.
27. Simo J., Hughes T.J.R. General return mapping algorithms for rate-independent plasticity. Desai C.S., et al. Constitutive Laws for Engineering Materials: Theory and Applications. 1987;221-231 Elsevier Science Publ. Co.
28. Simon B.R., Kaufman M.V., Liu J., Baldwin A.L. Porohyperelastic-transport-swelling theory, material properties and finite element models for large strains. Int. J. Solids Struct. 35:1998;5021-5031.
29. Smith D. One-dimensional contaminant transport through a deforming porous medium: theory and a solution for a quasi-steady-state problem. Int. J. Numer. Anal. Meth. Geomech. 24:2000;693-722.
30. Yeung, A.T., 1990. Electrokinetic barrier to contaminant transport through compacted clay, Ph.D. Dissertation, University of California, Berkeley, p. 260.
31. Yeung A.T., Datla S. Fundamental formulation of electrokinetic extraction of contaminants from soil. Can. Geotech. J. 32:1995;569-583.