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
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
A constitutive model for structured clays, G??otechnique, vol.54, issue.4, pp.269-278, 2004. ,
DOI : 10.1680/geot.2004.54.4.269
The effect of bond degradation in cemented clayey soils, Proc. Symp. on Geotechnical Engineering of Hard Soils -Soft Rocks, 1998. ,
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
Simulation of loess behaviors under cyclic loading, Chinese Journal of Rock Mechanics and Engineering, vol.24, issue.23, pp.4272-4281, 2005. ,
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
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
Bounding surface formulation of soil plasticity In: Soil Mechanics-Transient and Cyclic Loads, pp.253-282, 1982. ,
The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Engineering Geology, pp.31-48, 1998. ,
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
Conceptual bases for a constitutive model for bonded soils and weak rocks, Proc. Symp. on Geotechnical Engineering of Hard Soils -Soft Rocks, 1993. ,
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
A bounding surface model for granular soils subject to cyclic loading, Computational Mechanics, WCCM VI in Conjunction with APCOM'04, 2004. ,
Combined effect of fabric, bonding and partial saturation on yielding of soils, Proc. Asian Conf, pp.527-532, 2000. ,
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
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
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
Cyclic deformation characteristics of cemented calcareous soil. Deformation characteristics of Geomaterials, ISLyon-03, pp.169-177, 2003. ,
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)
A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J, issue.44, pp.892-898, 1980. ,
Bond degradation and irreversible strains in soft argillaceous rock, Proc. of the 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering, 2003. ,
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
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
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