The fabric of a clay soil under controlled mechanical and hydraulic stress states, Applied Clay Science, vol.11, issue.2-4, pp.99-115, 1996. ,
DOI : 10.1016/S0169-1317(96)00023-3
The combined effect of clay and moisture content on the behavior of remolded unsaturated soils, Engineering Geology, vol.62, issue.4, pp.319-34210, 2001. ,
DOI : 10.1016/S0013-7952(01)00032-1
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
Environmental degradation of claystones, Géotechnique, vol.64, pp.64-82, 2014. ,
A microstructurally based effective stress for unsaturated soils, G??otechnique, vol.60, issue.12, 2010. ,
DOI : 10.1680/geot.8.P.002
URL : https://hal.archives-ouvertes.fr/hal-00542292
Generalized stress variables in Continuum Damage Mechanics, Mechanics Research Communications, vol.60, pp.81-84, 2014. ,
DOI : 10.1016/j.mechrescom.2014.06.006
A mixed damage model for unsaturated porous media, Comptes Rendus M??canique, vol.337, issue.2, pp.68-74, 2009. ,
DOI : 10.1016/j.crme.2009.03.005
URL : https://hal.archives-ouvertes.fr/hal-00518354
Developments in modelling of thermo-hydro-geomechanical behaviour of Boom clay and clay-based buffer materials, 1991. ,
SELFRAC: Experiments and conclusions on fracturing, self-healing and self-sealing processes in clays, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.600-615, 2007. ,
DOI : 10.1016/j.pce.2006.04.026
A constitutive model for structured clays, G??otechnique, vol.54, issue.4, 2004. ,
DOI : 10.1680/geot.2004.54.4.269
Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation, G??otechnique, vol.57, issue.2, 2007. ,
DOI : 10.1680/geot.2007.57.2.229
Suction-controlled experiments on Boom clay, Engineering Geology, vol.47, issue.4, pp.325-338, 1997. ,
DOI : 10.1016/S0013-7952(96)00127-5
URL : http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.529.8329
A Laboratory Experimental Study of the Hydromechanical Behavior of Boom Clay, Rock Mechanics and Rock Engineering, vol.53, issue.9, pp.143-155, 2013. ,
DOI : 10.1007/s00603-013-0421-8
The effective stress principle, Teknisk Ukeblad, vol.39, pp.859-863, 1959. ,
Coupling of hydraulic hysteresis and stressstrain behaviour in unsaturated soils, Géotechnique, vol.53, 2003. ,
A constitutive model for compacted expansive and bonded marls, G??otechnique, vol.63, issue.13, 2013. ,
DOI : 10.1680/geot.12.P.101
Poromechanical modelling of shrinkage and damage processes in unsaturated porous media, International RILEM Workshop on Shrinkage of Concrete, pp.287-298, 2000. ,
Some aspects of the compression and collapse behaviour of an unsaturated natural loess, G??otechnique Letters, vol.1, issue.2, pp.17-22, 2011. ,
DOI : 10.1680/geolett.11.00003
URL : https://hal.archives-ouvertes.fr/hal-00655467
Micromechanics of saturated and unsaturated porous media, International Journal for Numerical and Analytical Methods in Geomechanics, vol.161, issue.8, pp.831-844, 2002. ,
DOI : 10.1002/nag.227
Modeling of elastoplastic damage behavior of a claystone, International Journal of Plasticity, vol.19, issue.1, pp.23-45, 2003. ,
DOI : 10.1016/S0749-6419(01)00017-1
Endommagement des roches argileuses et perméabilité induite au voisinage douvrages souterrains, 2005. ,
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
Revisiting the thermodynamics of hardening plasticity for unsaturated soils, Computers and Geotechnics, vol.37, issue.1-2, pp.207-215, 2010. ,
DOI : 10.1016/j.compgeo.2009.09.003
URL : https://hal.archives-ouvertes.fr/hal-00525843
Suction effects in deep Boom Clay block samples, Géotechnique, vol.57, 2007. ,
URL : https://hal.archives-ouvertes.fr/hal-00204528
Bounding Surface Plasticity. I: Mathematical Foundation and Hypoplasticity, Journal of Engineering Mechanics, vol.112, issue.9, pp.966-9870733, 1986. ,
DOI : 10.1061/(ASCE)0733-9399(1986)112:9(966)
Impact of excavation damage on the thermo-hydro-mechanical properties of natural Boom Clay, Engineering Geology, vol.195, pp.196-205, 2015. ,
DOI : 10.1016/j.enggeo.2015.06.011
URL : https://hal.archives-ouvertes.fr/hal-01271302
Brittle fractures and ductile shear bands in argillaceous sediments: inferences from Oligocene Boom Clay (Belgium), Journal of Structural Geology, vol.27, issue.6, pp.1095-1112, 2005. ,
DOI : 10.1016/j.jsg.2004.08.014
Soil heterogeneity and preferential paths for gas migration, Engineering Geology, vol.64, issue.2-3, pp.251-271, 2002. ,
DOI : 10.1016/S0013-7952(01)00104-1
Some remarks on the hydro-mechanical constitutive modelling of natural and compacted Boom clay, pp.803-809, 2011. ,
DOI : 10.1201/b10526-124
A thermodynamically consistent framework for saturated viscoplastic rock-materials subject to damage, Mechanics Research Communications, vol.45, pp.15-21, 2012. ,
DOI : 10.1016/j.mechrescom.2012.06.009
URL : https://hal.archives-ouvertes.fr/hal-01157369
Coupled damage and plasticity models derived from energy and dissipation potentials, International Journal of Solids and Structures, vol.44, issue.7-8, 2007. ,
DOI : 10.1016/j.ijsolstr.2006.07.019
Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in Boom Clay, Computers and Geotechnics, vol.36, issue.4, 2009. ,
DOI : 10.1016/j.compgeo.2008.09.004
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.89, issue.7, pp.833-861, 2008. ,
DOI : 10.1002/nag.648
A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils, Soil Science Society of America Journal, vol.44, 1980. ,
Damage-plastic model for concrete failure, International Journal of Solids and Structures, vol.43, issue.22-23, pp.7166-7196, 2006. ,
DOI : 10.1016/j.ijsolstr.2006.06.032
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
Coupling of elastic and plastic deformations of bulk solids, Meccanica, vol.1, issue.4, pp.227-235, 1976. ,
DOI : 10.1007/BF02128296
Elastoplastic damage modelling of argillite in partially saturated condition and application, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.656-666, 2007. ,
DOI : 10.1016/j.pce.2006.02.054
URL : https://hal.archives-ouvertes.fr/hal-00147525
Remarks on the constitutive modelling of unsaturated soils. Experimental evidence and theoretical approaches in unsaturated soils, pp.139-153, 2000. ,
On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects, International Journal of Solids and Structures, vol.25, issue.7, pp.803-83310, 1989. ,
DOI : 10.1016/0020-7683(89)90015-2
Time of the rupture process under creep conditions, Isv. Akad. Nauk. SSR. Otd Tekh. Nauk, vol.8, pp.26-31, 1958. ,
Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment, International Journal of Geomechanics, vol.5, issue.2, pp.87-97, 2005. ,
DOI : 10.1061/(ASCE)1532-3641(2005)5:2(87)
A constitutive model for structured soils, G??otechnique, vol.50, issue.3, pp.263-273, 2000. ,
DOI : 10.1680/geot.2000.50.3.263
On the use of the generalised effective stress in the constitutive modelling of unsaturated soils, Computers and Geotechnics, vol.36, issue.1-2, 2009. ,
DOI : 10.1016/j.compgeo.2008.03.002
Acoustic emission in host-rock material for radioactive waste disposal: comparison between clay and rock salt, Bulletin of Engineering Geology and the Environment, vol.61, issue.4, pp.379-387, 2002. ,
DOI : 10.1007/s10064-002-0160-7
Mean stress dependent nonlinear hyperelasticity coupled with damage stiffness degradation. A thermodynamical approach, Mechanics Research Communications, vol.60, pp.85-89, 2014. ,
DOI : 10.1016/j.mechrescom.2014.06.007
Aspect phénoménologique de la rupture par endommagement, Journal de Mécanique Appliquée, vol.2, pp.317-365, 1978. ,
A structured Cam Clay model, Canadian Geotechnical Journal, vol.39, issue.6, pp.1313-1332, 2002. ,
DOI : 10.1139/t02-069
Oedometric compression and swelling behaviour of the Callovo-Oxfordian argillite, International Journal of Rock Mechanics and Mining Sciences, vol.48, issue.4, pp.606-615, 2011. ,
DOI : 10.1016/j.ijrmms.2011.02.016
Effective Stress in Unsaturated Soils: A Thermodynamic Approach Based on the Interfacial Energy and Hydromechanical Coupling, Transport in Porous Media 96, pp.369-396, 2012. ,
DOI : 10.1007/s11242-012-0093-y
A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, International Journal for Numerical and Analytical Methods in Geomechanics, vol.12, issue.9, pp.705-732, 2003. ,
DOI : 10.1002/nag.294
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
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
A constitutive model for soft clayey rocks that includes weathering effects, Géotechnique, vol.57, 2007. ,
Fundamentals of kinematic hardening hyperplasticity, International Journal of Solids and Structures, vol.38, issue.21, pp.3771-379410, 2001. ,
DOI : 10.1016/S0020-7683(00)00238-9
The mechanical behaviour of an unsaturated compacted silty clay, Géotechnique, vol.59, 2009. ,
Characterisation and thermo-hydro-mechanical behaviour of unsaturated Boom clay: an experimental study, 1999. ,
On the generalized stress-strain behaviour of wet clay, Engineering plasticity, vol.3, pp.539-609, 1968. ,
On The Yielding of Soils, G??otechnique, vol.8, issue.1, pp.22-53, 1958. ,
DOI : 10.1680/geot.1958.8.1.22
A kinematic hardening constitutive model for natural clays with loss of structure, G??otechnique, vol.50, issue.2, pp.153-164, 2000. ,
DOI : 10.1680/geot.2000.50.2.153
Soil Behavior at the Microscale: Particle Forces, in: Soil Behavior and Soft Ground Construction, pp.25-56, 2003. ,
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
Finite element formulation and algorithms for unsaturated soils. Part I: Theory, International Journal for Numerical and Analytical Methods in Geomechanics, vol.24, issue.9, pp.745-765, 2003. ,
DOI : 10.1002/nag.295
Elastoplastic modelling of Red Wildmoor sandstone, 3¡215::AID-CFM61¿3.0.CO, pp.215-245, 1999. ,
Yielding and plastic behaviour of Boom clay, G??otechnique, vol.60, issue.9, 2010. ,
DOI : 10.1680/geot.7.00142
URL : https://hal.archives-ouvertes.fr/hal-00539632
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
Excavation induced fractures in a plastic clay formation: Observations at the HADES URF, Journal of Structural Geology, vol.32, issue.11, 2010. ,
DOI : 10.1016/j.jsg.2010.01.010
Bond degradation and irreversible strains in soft argillaceous rock, in: 12th panamerican conference on soil mechanics and geotechnical engineering, 2003. ,
Thermal-hydraulic-mechanical and geochemical behaviour of the clay barrier in radioactive waste repositories (model development and validation), 1996. ,
Irreversible deformation and damage in argillaceous rocks induced by wetting/drying, Journal of Applied Geophysics, vol.107, 2014. ,
DOI : 10.1016/j.jappgeo.2014.05.015
URL : https://hal.archives-ouvertes.fr/hal-01116748
A thermo-hydro-mechanical constitutive model and its numerical modelling for unsaturated soils, Computers and Geotechnics, vol.31, issue.2, 2004. ,
DOI : 10.1016/j.compgeo.2004.02.004
A constitutive model for unsaturated cemented soils under cyclic loading, Computers and Geotechnics, vol.35, issue.6, 2008. ,
DOI : 10.1016/j.compgeo.2008.08.005
URL : https://hal.archives-ouvertes.fr/hal-00334053
A Transversely Isotropic Damage Model for Boom Clay. Rock Mechanics and Rock Engineering doi:10, pp.603-615, 1007. ,
On modelling the unloading-reloading behaviour of soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.34, issue.1, pp.87-93, 1978. ,
DOI : 10.1002/nag.1610020107