J. D. Barnichon, Finite element modelling in structural and petroleum geology, 1998.

C. A. Bastos, W. Y. Gehling, and A. V. Bica, Some considerations about the shear strength and erodibility of unsaturated residual soils, 1998.

T. Baumgartl and R. Horn, Influence of mechanical and hydraulic stresses on hydraulic properties of swelling soils, pp.449-458, 1999.

J. Bear, Dynamics of Fluids in Porous Media, Soil Science, vol.120, issue.2, 1969.
DOI : 10.1097/00010694-197508000-00022

M. A. Biot, General Theory of Three???Dimensional Consolidation, Journal of Applied Physics, vol.12, issue.2, 1941.
DOI : 10.1063/1.1712886
URL : https://hal.archives-ouvertes.fr/hal-01368635

M. A. Biot, Theory of Elasticity and Consolidation for a Porous Anisotropic Solid, Journal of Applied Physics, vol.26, issue.2, pp.426-430, 1941.
DOI : 10.1063/1.1721956
URL : https://hal.archives-ouvertes.fr/hal-01368659

M. A. Biot, Theory of Elasticity and Consolidation for a Porous Anisotropic Solid, Journal of Applied Physics, vol.26, issue.2, pp.182-185, 1955.
DOI : 10.1063/1.1721956
URL : https://hal.archives-ouvertes.fr/hal-01368659

M. A. Biot, Theory of Deformation of a Porous Viscoelastic Anisotropic Solid, Journal of Applied Physics, vol.27, issue.5, pp.459-467, 1956.
DOI : 10.1063/1.1722402
URL : https://hal.archives-ouvertes.fr/hal-01368672

M. A. Biot, Theory of stability and consolidation for a porous medium under initial stress, J. Math. Mech, vol.12, pp.521-541, 1963.

M. A. Biot and P. G. Willis, The elastic coefficient of the theory of consolidation, J. Appl. Mech, vol.24, pp.594-601, 1957.

A. W. Bishop, The Use of Pore-Pressure Coefficients in Practice, G??otechnique, vol.4, issue.4, pp.148-152, 1954.
DOI : 10.1680/geot.1954.4.4.148

A. W. Bishop, The principle of effective stress. Teknisk Ukeblad I Samarbeide Med Teknikk, pp.859-863, 1959.

A. W. Bishop and G. E. Blight, Some Aspects of Effective Stress in Saturated and Partly Saturated Soils, G??otechnique, vol.13, issue.3, pp.177-197, 1963.
DOI : 10.1680/geot.1963.13.3.177

G. E. Blight, Effective Stress Evaluation for Unsaturated Soils, ASCE J. Soil Mech. Found. Eng. Div, vol.93, issue.2, pp.125-148, 1967.

G. E. Blight, A study of effective stress for volume change, concluding proceedings of Moisture Equilibria and Moisture Changes in Soils B eneath Covered Areas, pp.259-269, 1965.

P. Blondeau, Le point de vue du contrôleur technique. Revue Française de Géotechnique, pp.15-22, 1992.

G. Bolzon and B. A. Schrefler, State Surfaces of Partially Saturated Soils: An Effective Pressure Approach, Applied Mechanics Reviews, vol.48, issue.10, pp.643-649, 1995.
DOI : 10.1115/1.3005044

G. Bolzon, B. A. Schrefler, and O. C. Zienkiewicz, Elastoplastic soil constitutive laws generalized to partially saturated states, G??otechnique, vol.46, issue.2, pp.279-289, 1996.
DOI : 10.1680/geot.1996.46.2.279

C. Bonnard, F. Forlati, and C. Scavia, Identification and mitigation of large landslide risks in Europe: Advances in risk assessment

R. I. Borja, On the mechanical energy and effective stress in saturated and unsaturated porous continua, International Journal of Solids and Structures, vol.43, issue.6, pp.1764-1786, 2006.
DOI : 10.1016/j.ijsolstr.2005.04.045

R. D. Braddock, J. Parlange, and J. Lee, Application of a soil water hysteresis model to simple water retention curves, Transport in Porous Media, pp.407-420, 2001.

R. H. Brooks and A. T. Corey, Hydraulic properties of porous media. Hydrology paper no, 1964.

R. Chambon, J. Desrues, . Hammad, and R. Charlier, CloE, Consistance et Localisation Explicite une loi incrémentale non linéaire, 1990.

F. H. Chen, Foundations on expansive soils, 1975.

W. F. Chen, Plasticity in Reinforced Concrete, 1982.

J. F. Collins and G. T. Houlsby, Application of thermomechanical principles to the modelling of geotechnical materials, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, vol.453, issue.1964, pp.1975-2001, 1997.
DOI : 10.1098/rspa.1997.0107

N. Conil, I. Djeran-maigre, R. Cabrillac, and K. Su, Poroplastic damage model for claystones, Applied Clay Science, vol.26, issue.1-4, pp.473-487, 2004.
DOI : 10.1016/j.clay.2003.12.019

N. Conil, I. Djeran-maigre, R. Cabrillac, and K. Su, Thermodynamics modelling of plasticity and damage of argillite, Comptes Rendus Académie des Sciences : MECANIQUE, issue.10332, pp.841-848, 2004.

M. A. Crisfield, Plasticity computations using the Mohr???Coulomb yield criterion, Engineering Computations, vol.4, issue.4, pp.300-308, 1987.
DOI : 10.1108/eb023708

Y. J. Cui, Etude du comportement d'un limon compacte non saturé et de sa modélisation dans un cadre élasto-plastique, Centre d'Enseignement et de Recherche en Mécanique des Sols (CERMES), Ecole Nationale des Ponts et Chaussées, 1993.

Y. J. Cui and P. Delage, Yielding and plastic behaviour of an unsaturated compacted silt, G??otechnique, vol.46, issue.2, pp.291-311, 1996.
DOI : 10.1680/geot.1996.46.2.291

Y. J. Cui, M. Yahia-aissa, and P. Delage, A model for the volume change behavior of heavily compacted swelling clays, Engineering Geology, vol.64, issue.2-3, pp.233-250, 2002.
DOI : 10.1016/S0013-7952(01)00113-2

C. F. Dai and S. Wang, Analysis of rainstorm-induced slide-debris flows on natural terrain of Lantau Island, Hong Kong. Engineering Geology, vol.51, issue.4, pp.279-290, 1999.

J. H. Dane and P. J. Wierenga, Effect of hysteresis on the prediction of infiltration, redistribution and drainage of water in a layered soil, Journal of Hydrology, vol.25, issue.3-4, pp.229-242, 1975.
DOI : 10.1016/0022-1694(75)90023-2

O. L. Dangla, L. Malinsky, and O. Coussy, Plasticity and imbibitiondrainage curves for unsaturated soils: a unified approach, 6th international conference on numerical models in geomechanics, pp.141-146, 1997.

P. Delage and Y. J. Cui, L'eau dans les sols non saturés. Techniques de l'ingénieur: C301, pp.1-20, 2000.

P. Delage and Y. J. Cui, Comportement mécanique des sols non saturés . Techniques de l'ingénieur: C302, pp.1-20, 2003.

P. Delage, M. Audiguier, and C. Y. , Water retention properties and microstructure of various geomaterials, Proceedings of the 11th ECSMFE, pp.43-48, 1995.

P. Delage, M. Howat, and C. Y. , The relationship between suction and swelling properties in a heavily compacted unsaturated clay, Engineering Geology, vol.50, issue.1-2, pp.31-48, 1998.
DOI : 10.1016/S0013-7952(97)00083-5

A. H. Demond and P. V. Roberts, Effect of interfacial forces on two-phase capillary pressure-saturation relationships, Water Resources Research, vol.22, issue.3, pp.423-437, 1991.
DOI : 10.1029/90WR02408

C. S. Desai and . Siriwardane, Constitutive laws for engineering materials, 1984.

F. L. Dimaggio and I. S. Sandler, Material models for granular soils, J. of Engng Mech., ASCE, vol.97, issue.EM3, pp.935-950, 1971.

D. C. Drücker and W. Prager, Soil mechanics and plastic analysis or limit design, Quarterly of Applied Mathematics, vol.10, issue.2, pp.157-165, 1952.
DOI : 10.1090/qam/48291

D. C. Drücker, R. E. Gibson, and D. J. Henkel, Soil Mechanics and WorkHardening. Theories of Plasticity, Transactions, ASCE, vol.122, pp.1692-1653, 1957.

E. E. Drumright and J. D. Nelson, The shear strength of unsaturated tailings sand, Proc. of the 1st Conference on Unsaturated Soils Unsat'95, pp.45-50, 1995.

D. John and H. , Review of collapse soils Journal of the Soil Mechanics and Foundations Division, Proceedings of the American Society of Civil Engineers, pp.925-947, 1970.

A. J. Enderby, The domain model of hysteresis. Part 1.???Independent domains, Trans. Faraday Soc., vol.51, issue.0, pp.835-848, 1955.
DOI : 10.1039/TF9555100835

V. Escario and J. Saez, The shear strength of partly saturated soils, G??otechnique, vol.36, issue.3, pp.453-456, 1986.
DOI : 10.1680/geot.1986.36.3.453

D. H. Everett, A general approach to hysteresis. Part 3.???A formal treatment of the independent domain model of hysteresis, Trans. Faraday Soc., vol.50, issue.0, pp.1077-1096, 1954.
DOI : 10.1039/TF9545001077

D. H. Everett, A general approach to hysteresis. Part 4. An alternative formulation of the domain model, Transactions of the Faraday Society, vol.51, pp.1551-1557, 1955.
DOI : 10.1039/tf9555101551

C. Farulla, A. Ferrari, and E. Romero, Volume change behaviour of a compacted scaly clay during cyclic suction changes, Canadian Geotechnical Journal, vol.47, issue.6, pp.688-703, 2010.
DOI : 10.1139/T09-138

M. Feng and D. G. Fredlund, Hysteretic influence associated with thermal conductivity sensor measurements, Proceedings from Theory to the Practice of Unsaturated Soil Mechanics in Association with the 52nd C anadian Geotechnical Conference and the Unsaturated Soil Group, pp.14-1420, 1999.

J. M. Fleureau and S. Kheirbek-saoud, Retrait et Gonflement des sols soumis à un cycle de drainage humidification, 2001.

J. M. Fleureau, J. C. Verbrugge, P. G. Huergo, G. Correia, A. et al., Aspects of the behaviour of compacted clayey soils on drying and wetting paths, Canadian Geotechnical Journal, vol.39, issue.6, pp.1341-1357, 2002.
DOI : 10.1139/t02-100

D. G. Fredlund and S. L. Houston, Protocol for the assessment of unsaturated soil properties in geotechnical engineering practice, Canadian Geotechnical Journal, vol.46, issue.6, pp.694-707, 2009.
DOI : 10.1139/T09-010

D. G. Fredlund and N. R. Morgenstern, Stress state variables for unsaturated soils, Journal of Geotechnical Engineering, ASCE, vol.103, issue.5, pp.447-466, 1977.

D. G. Fredlund and H. Rahardjo, Soil mechanics for unsaturated soils, 1993.
DOI : 10.1002/9780470172759

D. G. Fredlund and W. S. Sillers, Statistical assessment of soil-water characteristic curve models for geotechnical engineering, Canadian Geotechnical Journal, vol.38, pp.1297-1313, 2001.

D. G. Fredlund and A. Xing, Equations for the soil-water characteristic curve, Canadian Geotechnical Journal, vol.31, issue.4, pp.521-532, 1994.
DOI : 10.1139/t94-061

D. G. Fredlund, N. R. Morgenstern, and R. A. Widger, The shear strength of unsaturated soils, Canadian Geotechnical Journal, vol.15, issue.3, pp.313-321, 1978.
DOI : 10.1139/t78-029

D. Gallipoli, A. Gens, R. Sharma, and J. Vaunat, An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour, G??otechnique, vol.53, issue.1, pp.123-135, 2003.
DOI : 10.1680/geot.2003.53.1.123

F. Geiser, L. Laloui, and L. Vulliet, Modelling the behavior of unsaturated silt. Experimental evidence and theoretical approaches in unsaturated soils, Balkema, Rotterdam, pp.155-175, 2000.

A. Gens, Constitutive laws. Modern issues in non-saturated soils, 1995.
DOI : 10.1007/978-3-7091-2692-9_2

A. Gens, Constitutive modelling: application to compacted soil. Unsaturated soils, Balkema, Rotterdam, vol.3, pp.1179-1200, 1996.

A. Gens, Some issues in constitutive modeling of unsaturated soils Unsaturated soils: Theoretical and numerical advances in unsaturated soil mechanics, pp.613-626, 2009.

A. Gens and E. E. Alonso, A framework for the behaviour of unsaturated expansive clays, Canadian Geotechnical Journal, vol.29, issue.6, pp.1013-1032, 1992.
DOI : 10.1139/t92-120

A. Gens, M. Sanchez, and D. Sheng, On constitutive modelling of unsaturated soils, Acta Geotechnica, vol.45, issue.4, pp.137-147, 2006.
DOI : 10.1007/s11440-006-0013-9

J. W. Godt, R. L. Baum, and N. Lu, Landsliding in partially saturated materials, Geophysical Research Letters, vol.1, issue.2, pp.1-5, 2009.
DOI : 10.1029/2008GL035996

C. S. Gourley, D. Newill, and H. D. Schreiner, Expansive soils: TRL's research strategy, The First International Symposium on Engineering Characteristics of Arid Soils, 1993.

M. G. Gouy, Sur la constitution de la charge ??lectrique ?? la surface d'un ??lectrolyte, Journal de Physique Th??orique et Appliqu??e, vol.9, issue.1, pp.457-468, 1910.
DOI : 10.1051/jphystap:019100090045700

W. G. Gray and B. A. Schrefler, Thermodynamic approach to effective stress in partially saturated porous media, European Journal of Mechanics - A/Solids, vol.20, issue.4, pp.521-538, 2001.
DOI : 10.1016/S0997-7538(01)01158-5

R. J. Hanks, A. Klute, and E. Bresler, A numerical method for estimating infiltration redistribution, drainage, and evaporation of water from soil, Water Resources Research, vol.13, pp.992-998, 1969.

S. M. Hassanizadeh and W. G. Gray, General conservation equations for multi-phase systems: 3. Constitutive theory for porous media flow, Advances in Water Resources, vol.3, issue.1, pp.25-40, 1980.
DOI : 10.1016/0309-1708(80)90016-0

A. Haxaire and I. Djeran-maigre, Influence of dissolution on the mechanical behaviour of saturated deep argillaceous rocks, Engineering Geology, vol.109, issue.3-4, pp.255-261, 2009.
DOI : 10.1016/j.enggeo.2009.08.011

D. Hillel, Fundamentals of soil physics, 1980.

W. L. Hogarth, J. Hopmans, J. Parlange, and R. Haverkamp, Application of a simple soil-water hysteresis model, Journal of Hydrology, vol.98, issue.1-2, pp.21-29, 1988.
DOI : 10.1016/0022-1694(88)90203-X

Y. Hong, H. Rahardjo, E. C. Leong, and D. G. Fredlund, A study of infiltration on three sand capillary barriers, Canadian Geotechnical Journal, vol.41, pp.629-643, 2004.

S. T. Horseman and T. J. Mcewen, Thermal constraints on disposal of heat-emitting waste in argillaceous rocks, Engineering Geology, vol.41, issue.1-4, pp.5-16, 1996.
DOI : 10.1016/0013-7952(95)00046-1

G. T. Houlsby, The work input to an unsaturated granular material, G??otechnique, vol.47, issue.1, pp.193-196, 1997.
DOI : 10.1680/geot.1997.47.1.193

K. Hutter, L. Laloui, and L. Vulliet, Thermodynamically based mixture models of saturated and unsaturated soils, Mechanics of Cohesive-frictional Materials, vol.103, issue.4, pp.295-338, 1999.
DOI : 10.1002/(SICI)1099-1484(199907)4:4<295::AID-CFM64>3.0.CO;2-9

D. B. Jaynes, Comparison of soil-water hysteresis models, Journal of Hydrology, vol.75, issue.1-4, pp.287-299, 1984.
DOI : 10.1016/0022-1694(84)90054-4

J. E. Jennings and J. B. Burland, Limitations to the Use of Effective Stresses in Partly Saturated Soils, G??otechnique, vol.12, issue.2, pp.125-144, 1962.
DOI : 10.1680/geot.1962.12.2.125

K. A. Johnson and N. Sitar, Hydrologic conditions leading to debris-flow initiation, Canadian Geotechnical Journal, vol.27, issue.6, pp.789-801, 1990.
DOI : 10.1139/t90-092

C. Jommi, Remarks on the constitutive modelling of unsaturated soils, 2000.

A. Josa, A. Balmaceda, A. Gens, and E. E. Alonso, An elastoplastic model for partially saturated soils exhibiting a maximum of collapse, Proceedings of the Third International Conference Computational Plasticity, pp.815-826, 1992.

J. F. Juca and S. Frydman, General report: Experimental techniques, Proc. of the 1st Conference on Unsaturated Soils, pp.1257-1292, 1995.

D. Karube and K. Kawai, The role of pore water in the mechanical behavior of unsaturated soils, Geotechnical and Geological Engineering, Special Issue on Unsaturated Soils, vol.19, pp.211-241, 2001.
DOI : 10.1007/978-94-015-9775-3_2

K. Kawai, D. Karube, and S. Kato, The Model of Water Retention Curve Considering Effects of Void Ratio, pp.329-334, 2000.

J. S. Kern, Evaluation of Soil Water Retention Models Based on Basic Soil Physical Properties, Soil Science Society of America Journal, vol.59, issue.4, pp.1134-1141, 1995.
DOI : 10.2136/sssaj1995.03615995005900040027x

N. Khalili, M. A. Habte, and S. Zargarbashi, A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses, Computers and Geotechnics, vol.35, issue.6, pp.872-889, 2008.
DOI : 10.1016/j.compgeo.2008.08.003

N. Khalili and M. H. Khabbaz, A unique relationship for ?? for the determination of the shear strength of unsaturated soils, G??otechnique, vol.48, issue.5, pp.681-687, 1998.
DOI : 10.1680/geot.1998.48.5.681

N. Khalili, F. Geiser, and G. E. Blight, Effective Stress in Unsaturated Soils: Review with New Evidence, International Journal of Geomechanics, vol.4, issue.2, pp.115-126, 2004.
DOI : 10.1061/(ASCE)1532-3641(2004)4:2(115)

N. Khalili, F. Geiser, and G. E. Blight, Effective Stress in Unsaturated Soils: Review with New Evidence, International Journal of Geomechanics, vol.4, issue.2, pp.115-126, 2004.
DOI : 10.1061/(ASCE)1532-3641(2004)4:2(115)

Y. Kohgo, M. Nakano, and T. Miyazaki, Theoretical aspects of constitutive modelling for unsaturated soils. Soils Foundation, pp.681-687, 1993.

J. Krahn, D. G. Fredlund, and M. J. Klassen, Effect of soil suction on slope stability at Notch Hill, Canadian Geotechnical Journal, vol.26, issue.2, pp.269-278, 1989.
DOI : 10.1139/t89-036

L. Laloui, G. Klubertanz, and L. Vulliet, Solid-liquid-air coupling in multiphase porous media, International Journal for Numerical and Analytical Methods in Geomechanics, vol.56, issue.3, pp.183-206, 2003.
DOI : 10.1002/nag.269

T. W. Lambe, The structure of compacted clay, Journal of the Soil Mechanics and Foundations Division ASCE, vol.84, pp.1-34, 1958.

J. Lanier, Special stress paths along the limit surface of a sand spec imen with the use of a true triaxial apparatus Advanced triaxial testing of soil and rocks, ASTM STP 977, pp.859-869, 1988.

L. Potier and C. , Sch??ma volumes finis pour des op??rateurs de diffusion fortement anisotropes sur des maillages non structur??s, Comptes Rendus Mathematique, vol.340, issue.12, 2005.
DOI : 10.1016/j.crma.2005.05.011

L. Potier and C. , Sch??ma volumes finis monotone pour des op??rateurs de diffusion fortement anisotropes sur des maillages de triangles non structur??s, Comptes Rendus Mathematique, vol.341, issue.12, 2005.
DOI : 10.1016/j.crma.2005.10.010

L. Potier, C. Mouche, E. Genty, A. Benet, L. V. Plas et al., Mixed Hybrid Finite Element Formulation for water flow in unsaturated porous media, Computational Methods in Water Ressources XII, 1998.

E. C. Leong and H. Rahardjo, Review of Soil-Water Characteristic Curve Equations, Journal of Geotechnical and Geoenvironmental Engineering, vol.123, issue.12, pp.1106-1117, 1997.
DOI : 10.1061/(ASCE)1090-0241(1997)123:12(1106)

R. W. Lewis and B. A. Schrefler, The Finite Element Method in the Deformation and Consolidation of Porous Media, pp.99-139, 1987.

X. L. Li, Généralisation des lois de comportement des sols et description de la sous-routine, Rapport Interne, Département MSM, 1993.

X. S. Li, Effective stress in unsaturated soil: a microstructural analysis, G??otechnique, vol.53, issue.2, pp.273-277, 2003.
DOI : 10.1680/geot.2003.53.2.273

Y. Lins, Y. Zou, and T. Schanz, Physical modelling of SWCC for granular materials. Theoretical and numerical unsaturated soil mechanics, pp.61-74, 2007.

B. Loret and N. Khalili, An effective stress elastic???plastic model for unsaturated porous media, Mechanics of Materials, vol.34, issue.2, pp.97-116, 2002.
DOI : 10.1016/S0167-6636(01)00092-8

N. Lu and W. J. Likos, Suction Stress Characteristic Curve for Unsaturated Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.132, issue.2, pp.771-801, 2006.
DOI : 10.1061/(ASCE)1090-0241(2006)132:2(131)

N. Lu, J. Godt, and D. T. Wu, A closed-form equation for effective stress in unsaturated soil, Water Resources Research, vol.45, issue.12, pp.46-05515, 2010.
DOI : 10.1029/2009WR008646

N. Lu, T. Kim, S. Sture, and W. J. Likos, Tensile Strength of Unsaturated Sand, Journal of Engineering Mechanics, vol.135, issue.12, pp.1410-1419, 2009.
DOI : 10.1061/(ASCE)EM.1943-7889.0000054

J. Maswowe, Stress paths for a compacted soil during collapse due to wetting, p.485, 1985.

H. Matsuoka and T. Nakai, A new failure condition for soils in threedimensional stresses, Proceedings IUTAM conference Deformation and Failure of Granular Materials, pp.253-263, 1982.

E. L. Matyas and H. S. Radhakrishna, Volume Change Characteristics of Partially Saturated Soils, G??otechnique, vol.18, issue.4, pp.432-448, 1968.
DOI : 10.1680/geot.1968.18.4.432

J. K. Mitchell, Fundamentals of soil behaviour, 1976.

J. K. Mitchell, Fundamentals of soil behaviour, 1993.

A. Modaressi and N. Abou-bekr, A unified approach to model the behaviour of saturated and unsaturated soils, 8th international conference on computer methods and advances in geomechanics, pp.1507-1513, 1994.

M. Morvan, H. Wong, and D. Branque, An unsaturated soil model with minimal number of parameters based on bounding surface plasticity, International Journal for Numerical and Analytical Methods in Geomechanics, vol.32, issue.5, pp.1512-1537, 2010.
DOI : 10.1002/nag.871

Y. Mualem, A conceptual model of hysteresis, Water Resources Research, vol.7, issue.4, pp.514-520, 1974.
DOI : 10.1029/WR010i003p00514

Y. Mualem and E. E. Miller, A Hysteresis Model Based on an Explicit Domain-Dependence Function1, Soil Science Society of America Journal, vol.43, issue.6, pp.1067-1073, 1979.
DOI : 10.2136/sssaj1979.03615995004300060002x

Y. Mualem, Modified approach to capillary hysteresis based on a similarity hypothesis, Water Resources Research, vol.7, issue.1, pp.1324-1331, 1973.
DOI : 10.1029/WR009i005p01324

Y. Mualem, Extension of the similarity hypothesis used for modeling the soil water characteristics, Water Resources Research, vol.30, issue.4, pp.773-780, 1977.
DOI : 10.1029/WR013i004p00773

Y. Mualem, PREDICTION OF THE SOIL BOUNDARY WETTING CURVE, Soil Science, vol.137, issue.6, pp.379-390, 1984.
DOI : 10.1097/00010694-198406000-00001

Y. Mualem, A MODIFIED DEPENDENT-DOMAIN THEORY OF HYSTERESIS, Soil Science, vol.137, issue.5, pp.283-291, 1984.
DOI : 10.1097/00010694-198405000-00001

Y. Mualem and G. Dagan, A dependent domain model of capillary hysteresis, Water Resources Research, vol.35, issue.3, pp.452-460, 1975.
DOI : 10.1029/WR011i003p00452

Y. Mualem and A. Klute, A Predictor-Corrector Method for Measurement of Hydraulic Conductivity and Membrane Conductance1, Soil Science Society of America Journal, vol.48, issue.5, pp.993-1000, 1984.
DOI : 10.2136/sssaj1984.03615995004800050008x

K. K. Muraleetharan, C. Liu, C. Wei, and L. Chen, An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils, International Journal of Plasticity, vol.25, issue.3, pp.473-490, 2009.
DOI : 10.1016/j.ijplas.2008.04.001

L. Néel, Théorie des lois d'aimantation de Lord Rayleigh, 1. Cahiers de Physique, pp.1-20, 1942.

L. Néel, Théorie des lois d'aimantation de Lord Rayleigh, 2. Cahiers de Physique, pp.18-30, 1943.

A. Nemes and W. J. Rawls, Soil texture and particle-size distribution as input to estimate soil hydraulic properties, 2004.
DOI : 10.1016/S0166-2481(04)30004-8

C. W. Ng and Y. W. Pang, Influence of Stress State on Soil-Water Characteristics and Slope Stability, Journal of Geotechnical and Geoenvironmental Engineering, vol.126, issue.2, pp.157-166, 2000.
DOI : 10.1061/(ASCE)1090-0241(2000)126:2(157)

J. R. Nimmo, Semiempirical Model of Soil Water Hysteresis, Soil Science Society of America Journal, vol.56, issue.6, pp.1723-1730, 1992.
DOI : 10.2136/sssaj1992.03615995005600060011x

M. Nuth and L. Laloui, Advances in modelling hysteretic water retention curve in deformable soils, Computers and Geotechnics, vol.35, issue.6, pp.835-844, 2008.
DOI : 10.1016/j.compgeo.2008.08.001

M. Nuth and L. Laloui, Effective stress concept in unsaturated soils: Clarification and validation of a unified framework, International Journal for Numerical and Analytical Methods in Geomechanics, vol.20, issue.7, pp.771-801, 2008.
DOI : 10.1002/nag.645

J. Parlange, Capillary hysteresis and the relationship between drying and wetting curves, Water Resources Research, vol.86, issue.2, pp.224-228, 1976.
DOI : 10.1029/WR012i002p00224

J. Parlange, Water Transport in Soils, Annual Review of Fluid Mechanics, vol.12, issue.1, pp.77-102, 1980.
DOI : 10.1146/annurev.fl.12.010180.000453

H. Q. Pham, D. G. Fredlund, L. Brabour, and S. , A study of hysteresis models for soil-water characteristic curves, Canadian Geotechnical Journal, vol.42, issue.6, pp.1548-1568, 2005.
DOI : 10.1139/t05-071

J. R. Philip, Similarity hypothesis for capillary hysteresis in porous materials, Journal of Geophysical Research, vol.86, issue.8, pp.1553-1562, 1964.
DOI : 10.1029/JZ069i008p01553

G. Philipponnat, Retrait-gonflement des argiles, proposition de méthodologie, Revue Française de Géotechnique, vol.57, pp.5-22, 1991.

D. Porêbska and R. T. Walczak, Relationship between van Genuchten's parameters of the retention curve equation and physical properties of soil solid phase, International Agrophysics, vol.20, pp.153-159, 2006.

A. Poulovassilis, HYSTERESIS OF PORE WATER, AN APPLICATION OF THE CONCEPT OF INDEPENDENT DOMAINS, Soil Science, vol.93, issue.6, pp.405-412, 1962.
DOI : 10.1097/00010694-196206000-00007

F. Preisach, ???ber die magnetische Nachwirkung, Zeitschrift f???r Physik, vol.94, issue.5-6, pp.277-302, 1935.
DOI : 10.1007/BF01349418

R. Prost, Relation eau-argile: Structure et gonflement des matériaux argileux Matériaux argileux: Structure, propriété et application, Soc. Fr. Minéral . Cristall, p.88, 1990.

F. Prunier and W. Arairo, Djéran-Maigre I. and Darve F. 2013. A discussion about loading collapse phenomenon in partially saturated soils, Conférence Franco-Vietnamienne CIGOS-CONSTRUCTION ET DEVELOPPEMENT DURABLE, pp.4-5, 2013.

R. J. Reginato and C. H. Van-bavel, Pressure Cell for Soil Cores1, Soil Science Society of America Journal, vol.26, issue.1, pp.1-3, 1962.
DOI : 10.2136/sssaj1962.03615995002600010001x

E. Romero, Characterisation and thermo-mechanical behaviour of unsaturated Boom clay: An experimental study, 1999.

K. H. Roscoe, A. N. Schofield, and C. P. Worth, On The Yielding of Soils, G??otechnique, vol.8, issue.1, pp.22-53, 1958.
DOI : 10.1680/geot.1958.8.1.22

A. R. Russell and N. Khalili, A unified bounding surface plasticity model for unsaturated soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.92, issue.3, pp.181-212, 2006.
DOI : 10.1002/nag.475

S. Salager, M. S. El-youssoufi, and C. Saix, Definition and experimental determination of a soil-water retention surface, Canadian Geotechnical Journal, vol.47, issue.6, pp.609-622, 2010.
DOI : 10.1139/T09-123
URL : https://hal.archives-ouvertes.fr/hal-00844362

L. Scholtès, B. Chareyre, F. Nicot, and F. Darve, Micromechanics of granular materials with capillary effects, International Journal of Engineering Science, vol.47, issue.11-12, pp.1460-1471, 2009.
DOI : 10.1016/j.ijengsci.2009.10.003

L. Scholtès, P. Y. Hicher, F. Nicot, B. Chareyre, and F. Darve, On the capillary stress tensor in wet granular materials, International Journal for Numerical and Analytical Methods in Geomechanics, vol.122, issue.8, pp.1289-1313, 2009.
DOI : 10.1002/nag.767

P. S. Scott, G. J. Farquhar, and N. Kouwen, Hysteretic effects on net infiltration, Advances in infiltration, pp.163-170, 1983.

D. Sheng, S. W. Sloan, and A. Gens, A constitutive model for unsaturated soils: thermomechanical and computational aspects, Computational Mechanics, vol.33, issue.6, pp.453-465, 2004.
DOI : 10.1007/s00466-003-0545-x

J. C. Simo, J. G. Kennedy, and S. Govindjee, Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms, International Journal for Numerical Methods in Engineering, vol.8, issue.10, pp.2161-2185, 1988.
DOI : 10.1002/nme.1620261003

D. Sun, D. Sheng, and S. W. Sloan, Elastoplastic modelling of hydraulic and stress???strain behaviour of unsaturated soils, Mechanics of Materials, vol.39, issue.3, pp.212-221, 2007.
DOI : 10.1016/j.mechmat.2006.05.002

D. Sun, D. Sheng, H. B. Cui, and S. W. Sloan, A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.39, issue.11, pp.1257-1279, 2007.
DOI : 10.1002/nag.579

D. Sun, D. Sheng, L. Xiang, and S. W. Sloan, Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions, Computers and Geotechnics, vol.35, issue.6, pp.845-852, 2008.
DOI : 10.1016/j.compgeo.2008.08.002

D. A. Sun and W. Sun, Coupled modelling of hydro-mechanical behaviour of unsaturated compacted expansive soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.39, issue.2, 2011.
DOI : 10.1002/nag.1036

D. A. Sun, H. Matsuoka, and Y. F. Xu, Collapse behaviour of compacted clays in suction-controlled triaxial tests, Geotechnical Testing Journal, ASTM, vol.27, issue.4, pp.362-370, 2004.

R. Tamagnini, An extended Cam-clay model for unsaturated soils with hydraulic hysteresis, G??otechnique, vol.54, issue.3, pp.223-228, 2004.
DOI : 10.1680/geot.2004.54.3.223

D. J. Timlin, R. D. Williams, L. R. Ahuja, and G. C. Heathman, Simple parametric methods to estimate soil water retention and hydraulic condu ctivity, Pachepsky, W.J. Rawls), 2004.

G. C. Topp, Soil-Water Hysteresis: the Domain Theory Extended to Pore Interaction Conditions1, Soil Science Society of America Journal, vol.35, issue.2, pp.219-225, 1971.
DOI : 10.2136/sssaj1971.03615995003500020017x

G. C. Topp, Soil Water Hysteresis in Silt Loam and Clay Loam Soils, Water Resources Research, vol.29, issue.1, pp.914-920, 1971.
DOI : 10.1029/WR007i004p00914

Y. A. Tuffour, Shear strength of partially saturated clays, 1984.

A. Uchaipichat, Experimental investigation on loading collapse curve of unsaturated soils under wetting and drying processes, Geomechanics and Engineering, vol.2, issue.3, pp.203-211, 2010.
DOI : 10.12989/gae.2010.2.3.203

H. Van-damme, L'eau et sa présentation, 2001.

H. A. Van-eekelen, A microstructurally based effective stress for unsaturated soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.4, pp.98-101, 1980.

M. T. Van-genuchten, A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils1, Soil Science Society of America Journal, vol.44, issue.5, pp.892-898, 1980.
DOI : 10.2136/sssaj1980.03615995004400050002x

S. J. Wheeler, The undrained shear strength of soils containing large gas bubbles, G??otechnique, vol.38, issue.3, pp.399-413, 1988.
DOI : 10.1680/geot.1988.38.3.399

S. J. Wheeler, Inclusion of specific water volume within an elasto-plastic model for unsaturated soil, Canadian Geotechnical Journal, vol.33, issue.1, pp.42-57, 1996.
DOI : 10.1139/t96-023

S. J. Wheeler and V. Sivakumar, An elasto-plastic critical state framework for unsaturated soil, G??otechnique, vol.45, issue.1, pp.35-53, 1995.
DOI : 10.1680/geot.1995.45.1.35

S. J. Wheeler, R. S. Sharma, and M. S. Buisson, Coupling of hydraulic hysteresis and stress???strain behaviour in unsaturated soils, G??otechnique, vol.53, issue.1, pp.41-54, 2003.
DOI : 10.1680/geot.2003.53.1.41

H. Yang, H. Rahardjo, E. C. Leong, and D. G. Fredlund, Factors affecting drying and wetting soil-water characteristic curves of sandy soils, Canadian Geotechnical Journal, vol.41, issue.5, pp.908-920, 2004.
DOI : 10.1139/t04-042

C. L. Zhang, K. Su, T. Rothfuchs, and N. Hoteit, Experimental study of the thermo-hydro-mechanical behaviour of indurated clays, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.8-14, 2007.
DOI : 10.1016/j.pce.2006.04.038

. Prénom and T. Wahib, Influence des cycles hydriques de la dessiccation et de l'humidification sur le comportement hydromécanique des géomatériaux non saturés NATURE : Doctorat Numéro d'ordre : 2013ISAL0028 Ecole doctorale : MEGA (Mécanique, Energétique, Génie Civil, Acoustique) Spécialité : Génie Civil Code B.I.U. ? Lyon : T 50, RESUME, vol.210