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Eric Vincens
Eric Vincens
Professeur des Universités, Ecole centrale de Lyon
在 ec-lyon.fr 的电子邮件经过验证
标题
引用次数
引用次数
年份
Influence of particle shape and angularity on the behaviour of granular materials: a numerical analysis
C Nouguier‐Lehon, B Cambou, E Vincens
International journal for numerical and analytical methods in geomechanics …, 2003
2212003
A statistical analysis of void size distribution in a simulated narrowly graded packing of spheres
N Reboul, E Vincens, B Cambou
Granular Matter 10 (6), 457-468, 2008
1252008
A computational procedure to assess the distribution of constriction sizes for an assembly of spheres
N Reboul, E Vincens, B Cambou
Computers and Geotechnics 37 (1-2), 195-206, 2010
1012010
Approaches to determine the constriction size distribution for understanding filtration phenomena in granular materials
E Vincens, KJ Witt, U Homberg
Acta Geotechnica 10 (3), 291-303, 2015
742015
Structural changes in granular materials: the case of irregular polygonal particles
C Nouguier-Lehon, E Vincens, B Cambou
International journal of Solids and Structures 42 (24-25), 6356-6375, 2005
612005
Numerical modelling of backward front propagation in piping erosion by DEM-LBM coupling
DK Tran, N Prime, F Froiio, C Callari, E Vincens
European Journal of Environmental and Civil Engineering 21 (7-8), 960-987, 2017
552017
Determination of the constriction size distribution of granular filters by filtration tests
J Sjah, E Vincens
International Journal for Numerical and Analytical Methods in Geomechanics …, 2013
462013
Investigation of internal erosion processes using a coupled dem-fluid method
H Sari, B Chareyre, E Catalano, P Philippe, E Vincens
PARTICLES II: proceedings of the II International Conference on Particle …, 2011
442011
Modeling the 2D behavior of dry‐stone retaining walls by a fully discrete element method
JJ Oetomo, E Vincens, F Dedecker, JC Morel
International journal for numerical and analytical methods in geomechanics …, 2016
382016
3D failure of a scale-down dry stone retaining wall: A DEM modelling
JC Quezada, E Vincens, R Mouterde, JC Morel
Engineering Structures 117, 506-517, 2016
372016
Experimental and numerical studies on scaled-down dry-joint retaining walls: Pseudo-static approach to quantify the resistance of a dry-joint brick retaining wall
N Savalle, É Vincens, S Hans
Bulletin of Earthquake Engineering 18, 581-606, 2020
362020
Constitutive modelling of cohesionless soils and interfaces with various internal states: An elasto-plastic approach
J Duriez, É Vincens
Computers and Geotechnics 63, 33-45, 2015
322015
2D-DEM modelling of the formwork removal of a rubble stone masonry bridge
VH Tran, E Vincens, JC Morel, F Dedecker, HH Le
Engineering Structures 75, 448-456, 2014
302014
Effects of particle morphology on the minimum and maximum void ratios of granular materials
MA Maroof, A Mahboubi, E Vincens, A Noorzad
Granular Matter 24 (1), 41, 2022
282022
Power: A new paradigm for energy use in sustainable construction
G Habert, E Castillo, E Vincens, JC Morel
Ecological Indicators 23, 109-115, 2012
272012
Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design
N Savalle, E Vincens, S Hans
Engineering Structures 171, 336-347, 2018
242018
Identification of the mechanical behaviour of rammed earth including water content influence
E Araldi, E Vincens, A Fabbri, JP Plassiard
Materials and Structures 51, 1-14, 2018
242018
Laboratory experiments and the determination of the constriction size distribution of granular filters
L Wu, BN Nzouapet, E Vincens, S Bernat-Minana
Proceedings of 6th international conference on scour and erosion (ICSE-6), 2012
232012
Merging criteria for defining pores and constrictions in numerical packing of spheres
F Seblany, U Homberg, E Vincens, P Winkler, K Josef Witt
Granular Matter 20, 1-14, 2018
212018
Numerical local analysis of relevant internal variables for constitutive modelling of granular materials
Y Yunus, E Vincens, B Cambou
International journal for numerical and analytical methods in geomechanics …, 2010
202010
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