Poro-Damage Approach Applied to Hydro-Fracture Analysis of Concrete, Journal of Engineering Mechanics, vol.126, issue.9, pp.937-943, 2000. ,
DOI : 10.1061/(ASCE)0733-9399(2000)126:9(937)
Measurement of Characteristic Length of Nonlocal Continuum, Journal of Engineering Mechanics, vol.115, issue.4, pp.755-767, 1989. ,
DOI : 10.1061/(ASCE)0733-9399(1989)115:4(755)
Detailed physics, predictive capabilities and macroscopic consequences for pore-network models of multiphase flow, Advances in Water Resources, vol.25, issue.8-12, pp.1069-1089, 2002. ,
DOI : 10.1016/S0309-1708(02)00049-0
Modelling of permeability in cement-based materials: Part 1-uncracked medium, Cement and Concrete Research, vol.27, issue.5, pp.761-775, 1997. ,
DOI : 10.1016/S0008-8846(97)00066-5
Coupling between progressive damage and permeability of concrete: analysis with a discrete model, International Journal for Numerical and Analytical Methods in Geomechanics, vol.39, issue.10, pp.1005-1018, 2005. ,
DOI : 10.1080/12795119.2002.9692728
URL : https://hal.archives-ouvertes.fr/hal-01006021
Matching permeability law from diffuse damage to discontinuous crack opening, new trends in fracture mechanics of concrete, pp.541-548, 2007. ,
Effects and interactions of temperature and stress-level related damage on permeability of concrete, Cement and Concrete Research, vol.37, issue.1, pp.79-88, 2007. ,
DOI : 10.1016/j.cemconres.2006.09.015
URL : https://hal.archives-ouvertes.fr/hal-00354323
An extended FE strategy for transition from continuum damage to mode I cohesive crack propagation, International Journal for Numerical and Analytical Methods in Geomechanics, vol.127, issue.2, pp.213-238, 2007. ,
DOI : 10.1002/nag.537
Approche microm?canique du couplage perm?abilit??endommagement, Comptes Rendus M?canique, vol.332, issue.2, pp.135-140, 2004. ,
DOI : 10.1016/j.crme.2003.11.003
Extraction of crack opening from a continuous approach using regularised damage models, Comput. Concr, vol.10, pp.375-388, 2009. ,
Porous media?Fluid transport and pore structure , Academic, 1979. ,
Isotropic and anisotropic descriptions of damage in concrete structures, Mechanics of Cohesive-frictional Materials, vol.24, issue.4, pp.339-359, 1999. ,
DOI : 10.1007/978-3-662-02761-5
URL : https://hal.archives-ouvertes.fr/hal-01007002
Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation, Computer Methods in Applied Mechanics and Engineering, vol.192, issue.13-14, pp.1731-1771, 2003. ,
DOI : 10.1016/S0045-7825(03)00200-7
Contribution of the mechanical, chemical, and transport couplings in the long-term behavior of radioactive waste repository structures, 1996. ,
Estimation of permeability and rock mechanical properties of limestone reservoir rocks under stress conditions by strain gauge, Journal of Petroleum Science and Engineering, vol.53, issue.1-2, pp.13-24, 2006. ,
DOI : 10.1016/j.petrol.2006.01.008
Hydraulic behaviour of a representative structural volume for containment buildings, Nuclear Engineering and Design, vol.237, issue.12-13, pp.1259-1274, 2007. ,
DOI : 10.1016/j.nucengdes.2006.09.035
URL : https://hal.archives-ouvertes.fr/hal-00354348
Permeability of stressed concrete, Building Research & Information, vol.81, issue.6, pp.360-366, 1991. ,
DOI : 10.1061/(ASCE)0733-9445(1984)110:5(1149)
Application de la mécanique de l'endommagement au comportement non linéaire et à la rupture de béton de structure, 1984. ,
Continuum Damage Theory?Application to Concrete, Journal of Engineering Mechanics, vol.115, issue.2, pp.345-365, 1989. ,
DOI : 10.1061/(ASCE)0733-9399(1989)115:2(345)
From damage to fracture mechanics and conversely: A combined approach, International Journal of Solids and Structures, vol.33, issue.20-22, pp.3327-3342, 1996. ,
DOI : 10.1016/0020-7683(96)00015-7
An experimental study of the mechanical behaviour of a mortar and of its permeability under deviatoric loading, Materials and Structures, vol.69, issue.6, pp.403-409, 1999. ,
DOI : 10.1007/BF02482711
Effect of axial compressive damage on gas permeability of ordinary and high-performance concrete, Cement and Concrete Research, vol.31, issue.11, pp.1525-1532, 2001. ,
DOI : 10.1016/S0008-8846(01)00546-4
URL : https://hal.archives-ouvertes.fr/hal-01006773
Nonlocal Damage Theory, Journal of Engineering Mechanics, vol.113, issue.10, pp.1512-1533, 1987. ,
DOI : 10.1061/(ASCE)0733-9399(1987)113:10(1512)
Steel???Concrete Bond Analysis with Nonlocal Continuous Damage, Journal of Structural Engineering, vol.117, issue.3, pp.862-882, 1991. ,
DOI : 10.1061/(ASCE)0733-9445(1991)117:3(862)
A two-scale approach for fluid flow in fractured porous media, International Journal for Numerical Methods in Engineering, vol.195, issue.7, pp.780-800, 2007. ,
DOI : 10.1007/978-3-7091-2692-9_1
A two-scale model for fluid flow in an unsaturated porous medium with cohesive cracks, Computational Mechanics, vol.53, issue.4?6, pp.227-238, 2008. ,
DOI : 10.1002/9780470172766
From continuous to discontinuous failure in a gradient-enhanced continuum damage model, Computer Methods in Applied Mechanics and Engineering, vol.192, issue.41-42, pp.4581-4607, 2003. ,
DOI : 10.1016/S0045-7825(03)00428-6
Effect of stress on gas permeability in concrete, ACI Mater. J, vol.93, pp.443-450, 1996. ,
Coupled analysis of flow, stress and damage (FSD) in rock failure, International Journal of Rock Mechanics and Mining Sciences, vol.39, issue.4, pp.477-489, 2002. ,
DOI : 10.1016/S1365-1609(02)00023-0
La dégradation des bétons, couplage fissuration-dégradation chimique, Communications en mécanique, 1999. ,
Permeability study of cracked concrete, Cement and Concrete Research, vol.27, issue.3, pp.381-393, 1997. ,
DOI : 10.1016/S0008-8846(97)00031-8