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17 documents ordered by : Date Title first author name document type Submit date

1 - 2

Design of piled-raft foundations by means of multiple model accounting for soil-pile interactions Hassen G., De Buhan P., Bourgeois E. In The second international symposium on Computational Geomechanics, COMGEO II - The second international symposium on Computational Geomechanics, COMGEO II, France (2011) [hal-00613613 - version 1]

Stability analysis of an embankment lying over a column reinforced soil Jellali B., Bouassida M., De Buhan P. International Journal for Numerical and Analytical Methods in Geomechanics 35 (2011) 1243-1256 [hal-00540368 - version 1]

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 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]

Full-scale field trials to assess dry-stone retaining wall stability Colas A.S., Morel J.C., Garnier D. Engineering Structures, 32 (2010) 1215-1222 [hal-00528236 - version 1]