4 articles – 23 Notices  [english version]
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fulltext access Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants
Nguyen S. T.
Université Paris-Est (2010-12-17), Luc Dormieux (Dir.) [tel-00598511 - version 1]
STAR - Dépôt national des thèses électroniques
fulltext access Couplage hydro-mécanique et transfert dans l'argilite de Meuse/Haute-Marne : approches expérimentale et multi-échelle
Cariou S.
Ecole des Ponts ParisTech (2010-07-20), Luc Dormieux (Dir.) [pastel-00556546 - version 1]
Three-dimensional analysis of piled-raft foundations using a multiphase approach
Bourgeois E., Hassen G., De Buhan P.
In Advances in Geomaterials and Structures 2010 - Advances in Geomaterials and Structures 2010, France (2010) [hal-00539909 - version 1]
Three-dimensional analysis of piled-raft foundations using a multiphase approach
De Buhan P., Bourgeois E., Hassen G.
In AGS'10 - Advances in Geomaterials and Strcutures 2010, Tunisia (2010) [hal-00540382 - version 1]
Settlement and stability analysis of stone column-reinforced soils by means of a homogenization method
De Buhan P., Hassen G., Abdelkrim M.
In AGS Symposium - Advances in Geomaterials and Structures'10, Tunisia (2010) [hal-00540377 - version 1]
A three-phase model for evaluating the seismic resistance of soils reinforced by a network of symmetrically inclined piles
Thai Son Q., Hassen G., De Buhan P.
Computers and Geotechnics 37 (2010) 545-554 [hal-00540360 - version 1]
Macroscopic yield strength of reinforced soils : from homogenization theory to a multiphase approach.
De Buhan P., Hassen G.
Comptes rendus de l'Académie des Sciences-Mécanique 338 (2010) 132-138 [hal-00540355 - version 1]
Seismic stability analysis of piled embankments: a multiphase approach
De Buhan P., Hassen G., Thai Son Q.
International Journal for Analytical and Numerical Methods in Geomechanics 34 (2010) 91-110 [hal-00540350 - version 1]
Finite element implementation of a homogenized constitutive law for stone-column reinforced foundation soils, with application to the design of structures
Hassen G., De Buhan P., Abdelkrim M.
Computers & Geotechnics 37 (2010) 40-49 [hal-00540343 - version 1]
Hashin-Shtrikman bounds on the shear modulus of a nanocomposite with spherical inclusions and interface effects
Brisard S., Dormieux L., Kondo D.
Computational Materials Science 50, 2 (2010) 403-410 [hal-00539812 - version 1]