A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses

Computers and Geotechnics

Volumn 35, Issue 6, 2008, Pages 872-889

  Khalili, N ^a   Habte, M A ^a   Zargarbashi, S ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Bounding surface; Coupled flow deformation; Hysteresis; Plasticity; Unsaturated porous media

Indexed keywords

ABS RESINS; CONSTITUTIVE MODELS; DEFORMATION; DEWATERING; ELASTIC MODULI; ELASTICITY; FLUID MECHANICS; HYDRAULICS; HYSTERESIS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PLASTICS; SOIL MECHANICS; SOIL MOISTURE; SOIL STRUCTURE INTERACTIONS; SOILS; STRESSES; UNDERWATER SOILS; UNLOADING;

BOUNDING SURFACE; COUPLED FLOW DEFORMATION; PLASTICITY; UNSATURATED POROUS MEDIA;

GEOLOGIC MODELS;

CONSTITUTIVE EQUATION; CYCLIC LOADING; DEFORMATION; EFFECTIVE STRESS; ELASTOPLASTICITY; FLUID FLOW; HYSTERESIS; POROUS MEDIUM; SOIL WATER; UNSATURATED MEDIUM;

EID: 53749096062     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2008.08.003     Document Type: Article

References (41)

1. Gallipoli G., Gens A., Sharma R., and Vaunat J. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique 53 1 (2003) 123-135
2. Wheeler S.J., Sharma R.S., and Buisson M.S.R. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 53 1 (2003) 41-54
3. Alonso EE, Lloret A, Gens A, Yang DQ. Experimental behaviour of highly expansive double structure clay. In: Proceedings of the 1st international conference on unsaturated soils, Paris, vol. 1; 1995. p. 11-6.
4. Vaunat J., Romero E., and Jommi C. An elastoplastic hydromechanical model for unsaturated soils. In: Tarantino A., and Mancuso C. (Eds). Experimental evidence and theoretical approaches in unsaturated soils. Proceedings of the international workshop on unsaturated soils (2000), Balkema, Rotterdam 121-138
5. Jommi C. Remarks on the constitutive modelling of unsaturated soils. In: Tarantino A., and Mancuso C. (Eds). Experimental evidence and theoretical approaches in unsaturated soils. Proceedings of international workshop on unsaturated soils (2000), Balkema, Rotterdam 139-153
6. Buisson M.S.R., and Wheeler S.J. Inclusion of hydraulic hysteresis in a new elasto-plastic framework for unsaturated soils. In: Tarantino A., and Mancuso C. (Eds). Experimental evidence and theoretical approaches in unsaturated soils. Proceedings of international workshop on unsaturated soils (2000), Balkema, Rotterdam 109-119
7. Sheng D., Sloan S.W., and Gens A. A constitutive model for unsaturated soils: thermomechanical and computational aspects. Comput Mech 33 6 (2004) 435-465
8. Tamagnini R. An extended Cam-clay model for unsaturated soils with hydraulic hysteresis. Géotechnique 54 3 (2004) 223-228
9. Sun D.A., Sheng D.C., and Sloan S.W. Elastoplastic modelling of hydraulic and stress-strain behaviour of unsatuarated soil. Mech Mater 39 3 (2007) 212-221
10. Sun D.A., Sheng D.C., Cui H.B., and Sloan S.W. A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils. Int J Numer Anal Meth Geomech 31 (2007) 1257-1279
11. Loret B., and Khalili N. A three-phase model for unsaturated soils. Int J Numer Anal Meth Geomech 24 (2000) 893-927
12. Khalili N., Geiser F., and Blight G.E. Effective stress in unsaturated soils: review with new evidence. Int J Geomechanics 4 2 (2004) 115-126
13. Nuth M., and Laloui L. Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Meth Geomech 32 (2008) 771-801
14. Bishop A.W. The principle of effective stress. Teknisk Ukeblad 106 39 (1959) 859-863
15. Bishop A.W., and Blight G.E. Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13 (1963) 177-197
16. Bishop AW, Donald IB. The experimental study of partly saturated soil in triaxial apparatus. In: Proceedings of the 5th International Conference on SMFE, Dunod, Paris; 1951. p. 13-21.
17. Laloui L., Klubertanz G., and Vulliet L. Solid-liquid-air coupling in multiphase porous media. Int J Numer Anal Meth Geomech 27 3 (2003) 183-206
18. Hassanizadeh S.M., and Gray W.G. Mechanics and thermodynamics of multiphase flow in porous-media including interphase boundaries. Adv Water Resour 13 4 (1990) 169-186
19. Houlsby G.T. The work input to an unsaturated granular material. Geotechnique 47 1 (1997) 193-196
20. Muraleetharan K.K., and Wei C.F. Dynamic behaviour of unsaturated porous media: governing equations using the theory of mixtures with interfaces (TMI). Int J Numer Anal Meth Geomech 23 13 (1999) 1579-1608
21. Zerhouni MI. Application des réseaux de Petri continus à l'analyse dynamique des systèmes de production. Thèse de Doctorat de l'INP Grenoble, France; 1991.
22. Khalili N., and Khabbaz M.H. A unique relationship for χ for the determination of the shear strength of unsaturated soils. Géotechnique 48 2 (1998) 681-687
23. Khalili N, Zargarbashi S. Hydraulic hysteresis and effective stress in unsaturated soils - an experimental investigation, Int J Geomech, submitted for publication.
24. Brooks R, Corey A. Hydraulic properties of porous media. Hydrology Paper No.3, Colorado State University, Fort Collins, CO; 1964.
25. Fredlund D.G., and Xing A. Equations for soil-water charactersitic curve. Can Geotech J 31 (1994) 521-532
26. Lu N., and Likos W.L. Unsaturated soil mechanics (2004), Springer
27. Leong E.C., and Rahardjo H. Review of soil-water characteristic curve equations. J Geotech Geoenviron Eng 123 12 (1997) 1106-1117
28. Sillers W.S., Fredlund D.G., and Zakerzadeh N. Mathematical attribute of some soil-water characteristic curve models. Geotech Geol Eng 19 (2001) 243-283
29. van Genuchten M.T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44 5 (1980) 892-898
30. Khalili N., Khabbaz M.H., and Valliappan S. An effective stress based numerical model for hydro-mechanical analysis in unsaturated porous media. Comput Mech 26 (2000) 174-184
31. Fredlund D.G., and Hassan J.U. One-dimensional consolidation theory: Unsaturated soils. Can Geotech J 15 (1979) 521-531
32. Biot M.A. General theory of three-dimensional consolidation. J Appl Phys 12 (1941) 155-164
33. Dafalias YF, Herrmann LR. A Bounding surface soil plasticity model. In: International symposium on soils under cyclic and transient loading, Swansea; 1980. p. 335-45.
34. Khalili N., Habte M.A., and Valliappan S. A bounding surface plasticity model for cyclic loading of granular soils. Int J Numer Meth Eng 63 14 (2005) 1939-1960
35. Sheng D., Sloan S.W., and Yu H.S. Aspects of finite element implementation of critical state models. Comput Mech 26 2 (2000) 185-196
36. Russell A.R., and Khalili N. A unified bounding surface plasticity model for unsaturated soils. Int J Numer Anal Meth Geomech 30 3 (2006) 181-212
37. Loret B., and Khalili N. An effective stress elastic-plastic model for unsaturated porous media. Mech Mater 34 (2002) 97-116
38. Fleureau J.M., Kheirbeksaoud S., Soemitro R., and Taibi S. Behavior of clayey soils on drying wetting paths. Can Geotech J 30 2 (1993) 287-296
39. Uchaipichat A. Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils. PhD Thesis, The University of New South Wales, Sydney; 2005.
40. Mun B. Unsaturated soil behavior under monotonic and cyclic stress states. PhD Thesis, Texas A&M University, TX, USA; 2004.
41. Russell AR. Cavity expansion in unsaturated soils. PhD Thesis, The University of New South Wales, Sydney, Australia; 2004.