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Laboratoire de recherche
UMR 6602 - UCA/CNRS/SIGMA

Annuaire

Chevalier Bastien


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Fonction : Enseignant chercheur (Permanent Ip)
Axe : Mms
Thème : Ms
Téléphone : +33473407523
Fax : +33 4 7328 8027



Publications associées :
42 publication trouvées


2017
ACTI
TRAN Q., CHEVALIER B., BREUL P.
Effect of the characteristics of granular media on dynamic penetration test - Numerical study using 2D-DEM



TRAN Q., CHEVALIER B., BENZNAVARRETTE M., BREUL P., GOURVES R.
Modeling of light dynamic cone penetration test – Panda 3® in granular material by using 3D Discrete element method



2016
ACL
TRAN Q., CHEVALIER B., BREUL P.
Discrete modeling of penetration tests in constant velocity and impact conditions



ESCOBAR E., BENZNAVARRETE M., GOURVES R., HADDANI Y., BREUL P., CHEVALIER B.
Dynamic Characterization of the Supporting Layers in Railway Tracks Using the Dynamic Penetrometer Panda 3®



ACTI
CHEVALIER B., BAUDOUIN G., GODI G., BACCONNET C., BREUL P.
Mechanical testing of coarse soils with large direct shear box



ACTN
ESCOBAR E., BENZNAVARRETE M., GOURVES R., BREUL P., CHEVALIER B.
Le Grizzly 3® à énergie variable : Nouveaux développements de l'essai de pénétration dynamique DPSH



2015
ACTI
SATO T., OTANI J., CHEVALIER B., ESKISAR T.
Effect of shaft rotation of driven spiral piles on vertical bearing capacity



SATO T., OTANI J., CHEVALIER B., ESKISAR T.
Effect of shaft rotation of driven spiral piles on vertical bearing capacity



ACTN
TARHINI Z., CHEVALIER B., TALON A.
Caractérisation expérimentale des massifs en sols renforcés par géosynthétiques face au risque d’érosion interne



2014
ACTI
MORVAN M., CHEVALIER B., BREUL P.
A new model adapted for unsaturated soils taking cyclic loading into account



TRAN Q., CHEVALIER B., BREUL P.
A numerical study of the penetration test at constant rod velocity



MORVAN M., CHEVALIER B., BREUL P., WONG H., BRANQUE D.
Discussion on the integration of the complex hydromechacincal coupling in a model adapted for unsaturated soils



MORVAN M., CHEVALIER B., BREUL P., WONG H., BRANQUE D.
Discussion on the introduction of suction in an existing model



TAKANO D., CHEVALIER B., OTANI J.
Experimental and numerical simulation of shear behavior on sand and tire chips



CHEVALIER B., OTANI J., MUKUNOKI T.
Experimental study of trapdoor problem in 3 dimensions with X-ray CT – transition from plane strain to 3D behavior



ACTN
TRAN Q., CHEVALIER B., BREUL P.
Une étude numérique de l’essai de pénétration à vitesse constante



COM
CHEVALIER B.
A numerical study of the penetration test at constant rod velocity



CHEVALIER B.
Experimental study of trapdoor problem in 3 dimensions withX-ray CT – transition from plane strain to 3D behavior



2013
ACL
SOUDE M., CHEVALIER B., REDIAC G., M.TALON A., GOURVES R.
Experimental and numerical investigation of the response of geocell-reinforced walls to horizontal localized impact



ACTI
TRAN Q., CHEVALIER B., BREUL P.
DEM modeling of penetration test in static and dynamic conditions



OTANI J., MUKUNOKI T., TAKANO D., CHEVALIER B.
Microscopic observation on compacted sandy soil using micro-focus X-ray CT



TRAN Q., CHEVALIER B., BREUL P.
Modélisation numérique discrète du mécanisme de pénétration dynamique dans les milieux granulaires



COM
CHEVALIER B.
DEM modeling of penetration test in static and dynamic conditions



2012
ACL
CHEVALIER B., COMBE G., VILLARD P.
Experimental And Discrete Element Modeling Studies Of The Trapdoor Problem: Influence Of The Macro-Mechanical Frictional Parameters



ACTN
MORVAN M., CHEVALIER B., WONG H., BRANQUE D.
Discussion sur l’emploi de la succion dans un modèle élastoplastique adapté aux sols non saturés



2011
ACL
CHEVALIER B., OTANI J.
Arching Observation In 3-Dimensional Trap-Door Problem With X-Ray Ct And Discrete Element Method



CHEVALIER B., VILLARD P., COMBE G.
Investigation Of Load-Transfer Mechanisms In Geotechnical Earth Structures With Thin Fill Platforms Reinforced By Rigid Inclusions



ACTI
TSUTSUMI Y., CHEVALIER B., OTANI J., TAKANO D., HEMANTA H.
Direct shear behavior of sand and tire chips using X-ray CT and DEM simulations



CHEVALIER B., OTANI J.
Effect On Particle Size On Arching In Trapdoor Problem Using X-Ray Ct And Discrete Element Method



COM
CHEVALIER B.
3-D Arching Effect In The Trap-Door Problem - A Comparison Between X-Ray Ct Scanning And Dem Analysis



CHEVALIER B.
Direct shear behavior of sand and tire chips using X-ray CT and DEM simulations



2010
ACTI
CHEVALIER B., OTANI J.
3-D Arching Effect In The Trap-Door Problem - A Comparison Between X-Ray Ct Scanning And Dem Analysis



CHEVALIER B., TAKANO D., OTANI J.
Comparison Of X-Ray Ct And Discrete Element Method In The Evaluation Of Tunnel Face Failure



OTANI J., WATANABE Y., CHEVALIER B.
Introduction Of X-Ray Ct Application In Geotechnical Engineering - Theory And Practice



BRIANCON L., VILLARD P., CHEVALIER B.
New Developments In The Modeling And The Design Of Geosynthetic Reinforcements Of Platforms Subjected To Localized Sinkholes



CHEVALIER B., BRIANCON L., VILLARD P., COMBE G.
Prediction Of Load Transfers In Granular Layers Used In Rigid Inclusions Technique - Experimental And Discrete Element Method Analysis



COM
CHEVALIER B.
Prediction Of Load Transfers In Granular Layers Used In Rigid Inclusions Technique - Experimental And Discrete Element Method Analysis



2009
ACL
VILLARD P., CHEVALIER B., LEHELLO B., COMBE G.
Coupling Between Finite And Discrete Element Methods For The Modelling Of Earth Structures Reinforced By Geosynthetic



ACTI
CHEVALIER B., COMBE G., VILLARD P.
Experimental And Numerical Study Of The Response Of Granular Layer In The Trap-Door Problem



2008
CHEVALIER B., COMBE G., VILLARD P.
Experimental and numerical studies of load transfers and arching effect



COM
CHEVALIER B.
Experimental and numerical studies of load transfers and arching effect



2007
ACTI
CHEVALIER B., COMBE G., VILLARD P.
Study of the mechanical behavior of heterogeneous granular materials by means of Distinct Element Method





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