Search Results - "Combe, Gaël"

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  1. 1

    Sample preparation of dense granular materials Influence of void ratio e and coordination number Z on the mechanical behaviour at failure by Nawaz, Shah, Combe, Gaël

    Published in EPJ Web of Conferences (01-01-2021)
    “…This paper presents a Discrete Element Method (DEM) study of assemblies of 5041 frictional discs, with periodic boundary conditions and confined by an external…”
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    Journal Article Conference Proceeding
  2. 2

    Grain-scale DEM study of open-ended pipe pile penetration in granular soils by Komodromos, Michail, Combe, Gaël, Viggiani, Gioacchino

    Published in EPJ Web of Conferences (01-01-2021)
    “…Open-Ended Pipe Piles (OEPP) are particularly popular in offshore engineering. An important feature of the installation of these piles is the rate with which…”
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  3. 3

    High compressibility caused by particle breakage: a DEM investigation by Stasiak, Marta, Richefeu, Vincent, Combe, Gaël, Zghondi, Jad, Armand, Gilles

    Published in EPJ Web of Conferences (01-01-2021)
    “…This paper summarises the numerical and experimental studies of brittle, hollow, cylindrical particles, called shells . It addresses the influence of shell…”
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  4. 4

    Experimental Validation of a Nonextensive Scaling Law in Confined Granular Media by Combe, Gaël, Richefeu, Vincent, Stasiak, Marta, Atman, Allbens P F

    Published in Physical review letters (01-12-2015)
    “…In this Letter, we address the relationship between the statistical fluctuations of grain displacements for a full quasistatic plane shear experiment, and the…”
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    Journal Article
  5. 5

    Stochastic model for the micromechanics of jammed granular materials: experimental studies and numerical simulations by Tolomeo, Mathias, Saitoh, Kuniyasu, Gaël, Combe, Luding, Stefan, Magnanimo, Vanessa, Richefeu, Vincent, Viggiani, Gioacchino

    Published in EPJ Web of Conferences (01-01-2017)
    “…To describe statistical properties of complicated restructuring of the force network under isotropic compression, we measure the conditional probability…”
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  6. 6

    Assessing contact forces in granular materials from experimental measurements of kinematics by Tolomeo, Mathias, Richefeu, Vincent, Combe, Gaël, Roux, Jean-Noël, Viggiani, Gioacchino

    Published in EPJ Web of conferences (01-01-2017)
    “…We propose a new approach to assess interparticle forces in granular materials, based on the combination of experimental measurements and numerical techniques…”
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  7. 7

    FEM × DEM: a new efficient multi-scale approach for geotechnical problems with strain localization by Nguyen, Trung Kien, Claramunt, Albert Argilaga, Caillerie, Denis, Combe, Gaël, Dal Pont, Stefano, Desrues, Jacques, Richefeu, Vincent

    Published in EPJ Web of conferences (01-01-2017)
    “…The paper presents a multi-scale modeling of Boundary Value Problem (BVP) approach involving cohesive-frictional granular materials in the FEM × DEM…”
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  8. 8

    Experimental investigation of mode I fracture for brittle tube-shaped particles by Stasiak, Marta, Combe, Gaël, Desrues, Jacques, Richefeu, Vincent, Villard, Pascal, Armand, Gilles, Zghondi, Jad

    Published in EPJ Web of Conferences (01-01-2017)
    “…We focus herein on the mechanical behavior of highly crushable grains. The object of our interest, named shell, is a hollow cylinder grain with ring…”
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  9. 9

    Strain versus stress in a model granular material: A Devil's staircase by Combe, G, Roux, JN

    Published in Physical review letters (23-10-2000)
    “…The series of equilibrium states reached by disordered packings of rigid, frictionless disks in two dimensions, under gradually varying stress, are studied by…”
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  10. 10

    Wear of sharp aggregates in a rotating drum by Deiros Quintanilla, Ivan, Combe, Gaël, Emeriault, Fabrice, Toni, Jean-Benoît, Voivret, Charles, Ferellec, Jean François

    Published in EPJ Web of conferences (01-01-2017)
    “…Aggregates constituting ballast layer wear due to the continuous passage of trains and during the necessary maintenance operations of the track. In order to…”
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  11. 11

    Effects of a large number of cycles on pile shaft resistance analyzed at the grain scale using x-ray tomography by Doreau–Malioche, Jeanne, Combe, Gaël, Toni, Jean-Benoît, Viggiani, Gioacchino

    Published in EPJ Web of Conferences (01-01-2017)
    “…This study presents the results of laboratory-scale cyclic loading tests performed on an instrumented pile in sand using x-ray micro tomography and…”
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    Journal Article Conference Proceeding
  12. 12

    The particle image tracking technique: An accurate optical method for measuring individual kinematics of rigid particles by Richefeu, Vincent, Combe, Gaël

    Published in Strain (01-12-2020)
    “…We present a new approach to assess the two‐dimensional motion of rigid bodies in granular materials. Although it was adapted from digital image correlation…”
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    Journal Article
  13. 13

    Jamming transition in a two-dimensional open granular pile with rolling resistance by Magalhães, Caio F. M., Atman, Allbens P.F., Combe, Gaël, Moreira, José G.

    Published in Papers in physics (27-10-2014)
    “…We present a molecular dynamics study of the jamming/unjamming transition in two-dimensional granular piles with open boundaries. The grains are modeled by…”
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    Journal Article
  14. 14

    From discrete to continuum modelling of boundary value problems in geomechanics: An integrated FEM‐DEM approach by Desrues, Jacques, Argilaga, Albert, Caillerie, Denis, Combe, Gaël, Nguyen, Trung Kiên, Richefeu, Vincent, Dal Pont, Stefano

    “…Summary Double‐scale numerical methods constitute an effective tool for simultaneously representing the complex nature of geomaterials and treating real‐scale…”
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    Journal Article Web Resource
  15. 15

    Macro-micro analysis of ground response to circular tunnel excavation in granular media by Nguyen, Trung-Kien, Desrues, Jacques, Vo, Thanh-Trung, Combe, Gaël

    “…Ground reaction in terms of stress and displacement analysis is one of the major challenges in tunnel design and is helpful for understanding the stability…”
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    Journal Article
  16. 16

    Two-scale modeling of granular materials: a DEM-FEM approach by Nitka, Michał, Combe, Gaël, Dascalu, Cristian, Desrues, Jacques

    Published in Granular matter (01-06-2011)
    “…The presented study considers a two-scale numerical scheme for the description of the behavior of granular materials. At the small-scale level, the granular…”
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  17. 17

    X-ray CT analysis of the evolution of ballast grain morphology along a Micro-Deval test: key role of the asperity scale by Deiros Quintanilla, Ivan, Combe, Gaël, Emeriault, Fabrice, Voivret, Charles, Ferellec, Jean-François

    Published in Granular matter (01-05-2019)
    “…Ballast grains in railway tracks progressively wear due to the efforts exerted by the continuous passage of trains and the periodic maintenance operations. The…”
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    Journal Article
  18. 18

    Emergence of Shear Bands in Confined Granular Systems: Singularity of the q-Statistics by Viallon-Galiner, Léo, Combe, Gaël, Richefeu, Vincent, Picardi Faria-Atman, Allbens

    Published in Entropy (Basel, Switzerland) (01-11-2018)
    “…The statistics of grain displacements probability distribution function (pdf) during the shear of a granular medium displays an unusual dependence with the…”
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    Journal Article
  19. 19

    A study of the influence of REV variability in double-scale FEM ×DEM analysis by Shahin, Ghassan, Desrues, Jacques, Pont, Stefano Dal, Combe, Gaël, Argilaga, Albert

    “…Summary In this work, the consequences of using several different discrete element granular assemblies for the representation of the microscale structure, in…”
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    Journal Article
  20. 20

    Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters by Chevalier, B., Combe, G., Villard, P.

    Published in Acta geotechnica (01-03-2012)
    “…Granular soils have the inherent ability to develop load transfers in their mass. Mechanisms of load transfers are used as a basic principle of many civil and…”
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