Failure of heterogeneous materials: 3D meso-scale FE models with embedded discontinuities, J. Numer. Meth. Eng, issue.82, pp.1671-1688, 2010. ,
DOI : 10.1002/nme.2816
Anisotropic constitutive model of plasticity capable of accounting for details of meso-structure of two-phase composite material, Comput. Struct, issue.90, pp.153-162, 2010. ,
URL : https://hal.archives-ouvertes.fr/hal-01380346
Analysis and numerical simulation of strong discontinuities in finite strain poroplasticity, Comput. Meth. Appl. Mech. Eng, issue.193, pp.2941-2986, 2004. ,
Strong discontinuities in partially saturated poroplastic solids, Comput. Meth. Appl. Mech. Eng, pp.1513-1535, 0199. ,
DOI : 10.1016/j.cma.2010.01.002
Interactive analysis of a building fame resting on pile foundation, Coupled Syst. Mech, issue.3, pp.367-384, 2014. ,
Soil-structure interaction analysis of a building frame supported on piled raft, Coupled Syst. Mech, issue.5, pp.41-58, 2016. ,
DOI : 10.12989/csm.2016.5.1.041
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour, Comput. Geotech, issue.54, pp.117-124, 2013. ,
Stability analysis of slopes in soils with strain-softening behaviour, Comput. Geotech, issue.37, pp.710-722, 2010. ,
Material models for granular soils, J. Eng. Mech. Div, issue.97, pp.935-950, 1971. ,
Combined hardening and localized failure with softening plasticity in dynamics, Coupled Syst. Mech, issue.4, pp.115-136, 2015. ,
DOI : 10.12989/csm.2015.4.2.115
An extended Mohr-Coulomb (EMC) model for predicting the settlement of shallow foundations on sand, Géotech, issue.63, pp.661-673, 2013. ,
Nonlinear behavior of soil as the source of structure damages, Proceedings of the NATO-ARW Damage Assessment and Reconstruction after Natural Disasters and Previous Military Activities, 2008. ,
A modified three-sruface elasto-plastic cap model and its numerical implementation, Comput. Struct, issue.85, pp.419-430, 2007. ,
DOI : 10.1016/j.compstruc.2006.10.001
Geometry and Topology for Mesh Generation, 2001. ,
DOI : 10.1115/1.1445302
Gmsh: A 3-D finite element mesh generator with built-in pre-and post-processing facilities, J. Numer. Meth. Eng, issue.79, pp.1309-1331, 2009. ,
DOI : 10.1002/nme.2579
A modified cap model: Closest point solution alghoritms, Comput. Struct, issue.48, pp.203-214, 1993. ,
Nonlinear Solid Mechanics: Theoretical Formulations and Finite Element Solution Methods, 2009. ,
Probability based size effect representation for failure in civil engineering structures built of heterogeneous materials, Comput. Meth. Stochast. Dyn, issue.22, pp.291-313, 2010. ,
Microscale and mesocale discrete models for dynamic fracture of structures built of brittle material, Comput. Struct, issue.81, pp.1255-1265, 2003. ,
Constitutive model of coupled damageplasticity and its finite element implementation, pp.381-405, 2003. ,
URL : https://hal.archives-ouvertes.fr/hal-00994404
Plasticity-damage model parameters identification for structural connections, Coupled Syst. Mech, issue.4, pp.337-364, 2015. ,
Rock mechanics model capable of representing initial heterogeneities and full set of 3D failure mechanisms, Comput. Meth. Appl. Mech. Eng, issue.290, pp.209-227, 2015. ,
Brittle and ductile failure of rocks: Embedded discontinuity approach for representing mode I and mode II failure mechanisms, J. Numer. Meth. Eng, issue.102, pp.1507-1526, 2015. ,
Combined continuum damageembedded discontinuity model for explicit dynamic fracture analyses of quasi-brittle materials, J. Numer. Meth. Eng, issue.101, pp.230-250, 2015. ,
URL : https://hal.archives-ouvertes.fr/hal-02000806
Numerical modeling of dynamic rock fracture with a combined 3D continuum viscodamage-embedded discontinuity model, J. Numer. Anal. Meth. Geomech, issue.40, pp.1339-1357, 2016. ,
URL : https://hal.archives-ouvertes.fr/hal-02000804
Anisotropic viscodamage-viscoplastic consistency constitutive model with a parabolic cap for rocks with brittle and ductile behavior, J. Rock Mech. Min. Sci, issue.70, pp.460-473, 2014. ,
The Hardening soil model: Formulation and verification, Proceedings of the Plaxis-Symposium: Beyond 2000 in Computational Geotechnics, pp.281-296, 1999. ,
Improved formulation of the hardening soil model in the context of modeling the undrained behavior of cohesive soils, Stud. Geotech. Mech, issue.37, pp.61-68, 2015. ,
, The Finite Element Method, 2005.