E. E. Alonso, A. Gens, and A. Josa, A constitutive model for partially saturated soils, G??otechnique, vol.40, issue.3, pp.405-430, 1990.
DOI : 10.1680/geot.1990.40.3.405

L. Barden, A. Mc-gown, and K. Collins, The collapse mechanism in partly saturated soil, Engineering Geology, vol.7, issue.1, pp.49-60, 1073.
DOI : 10.1016/0013-7952(73)90006-9

B. Baudet and S. Stallebrass, A constitutive model for structured clays, G??otechnique, vol.54, issue.4, pp.269-278, 2004.
DOI : 10.1680/geot.2004.54.4.269

A. Burghignoli, S. Miliziano, and F. M. Soccodato, The effect of bond degradation in cemented clayey soils, Proc. Symp. on Geotechnical Engineering of Hard Soils -Soft Rocks, 1998.

I. Carol, E. Rizzi, and K. Willam, On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate, International Journal of Solids and Structures, vol.38, issue.4, pp.491-518, 2001.
DOI : 10.1016/S0020-7683(00)00030-5

H. Y. Chai, Y. J. Cui, and Y. F. Lu, Simulation of loess behaviors under cyclic loading, Chinese Journal of Rock Mechanics and Engineering, vol.24, issue.23, pp.4272-4281, 2005.

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. Cui, A. Tang, D. Marcial, J. Terpereau, G. Marchadier et al., Use of a differential pressure transducer for the monitoring of soil volume change in cyclic triaxial test on unsaturated soils, Journal of Geotechnical Testing, vol.30, issue.3, pp.227-233, 2007.
URL : https://hal.archives-ouvertes.fr/hal-00149707

Y. F. Dafalias and L. R. Herrmann, Bounding surface formulation of soil plasticity In: Soil Mechanics-Transient and Cyclic Loads, pp.253-282, 1982.

P. Delage, M. Howat, and Y. J. Cui, The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Engineering Geology, pp.31-48, 1998.

B. Garitte, J. Vaunat, and A. Gens, A Constitutive Model that Incorporates the Effect of Suction in Cemented Geological Materials, Unsaturated Soils 2006, pp.1944-1955, 2006.
DOI : 10.1061/40802(189)164

A. Gens and N. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks, Proc. Symp. on Geotechnical Engineering of Hard Soils -Soft Rocks, 1993.

B. Grabowska-olszewska, Les Etudes Microstructurelles des Loess Polonais, Bulletin of the International Association of Engineering Geology, vol.11, issue.1, pp.45-48, 1975.
DOI : 10.1007/BF02635451

N. Khalili, M. A. Habte, and S. Valliappan, A bounding surface model for granular soils subject to cyclic loading, Computational Mechanics, WCCM VI in Conjunction with APCOM'04, 2004.

S. Leroueil and A. Barbosa, Combined effect of fabric, bonding and partial saturation on yielding of soils, Proc. Asian Conf, pp.527-532, 2000.

V. I. Osipov and V. N. Sokolov, Factors and Mechanism of Loess Collapsibility, Genesis and Properties of Collapsible Soils, pp.49-63, 1995.
DOI : 10.1007/978-94-011-0097-7_4

M. Pastor, O. C. Zienkiewicz, and K. H. Leung, Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands, International Journal for Numerical and Analytical Methods in Geomechanics, vol.98, issue.5, pp.477-498, 1985.
DOI : 10.1002/nag.1610090506

J. Pereira, H. Wong, P. Dubujet, and P. Dangla, Adaptation of existing behaviour models to unsaturated states: application to CJS model, International Journal for Numerical and Analytical Methods in Geomechanics, vol.46, issue.11, pp.1127-1155, 2005.
DOI : 10.1002/nag.453

URL : https://hal.archives-ouvertes.fr/hal-00140210

S. S. Sharma and M. Fahey, Cyclic deformation characteristics of cemented calcareous soil. Deformation characteristics of Geomaterials, ISLyon-03, pp.169-177, 2003.

S. S. Sharma and M. Fahey, Degradation of Stiffness of Cemented Calcareous Soil in Cyclic Triaxial Tests, Journal of Geotechnical and Geoenvironmental Engineering, vol.129, issue.7, pp.619-629, 2003.
DOI : 10.1061/(ASCE)1090-0241(2003)129:7(619)

M. Van-genuchten and . Th, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J, issue.44, pp.892-898, 1980.

J. Vaunat and A. Gens, Bond degradation and irreversible strains in soft argillaceous rock, Proc. of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, 2003.

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, 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

O. C. Zienkiewicz, K. H. Pastor, and M. , Simple model for transient soil loading in earthquake analysis. I. Basic model and its application, International Journal for Numerical and Analytical Methods in Geomechanics, vol.2, issue.5, pp.453-476, 1985.
DOI : 10.1002/nag.1610090505