Search Results - "Combe, Gaël"
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Sample preparation of dense granular materials Influence of void ratio e and coordination number Z on the mechanical behaviour at failure
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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2
Grain-scale DEM study of open-ended pipe pile penetration in granular soils
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
High compressibility caused by particle breakage: a DEM investigation
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
Experimental Validation of a Nonextensive Scaling Law in Confined Granular Media
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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5
Stochastic model for the micromechanics of jammed granular materials: experimental studies and numerical simulations
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
Assessing contact forces in granular materials from experimental measurements of kinematics
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
FEM × DEM: a new efficient multi-scale approach for geotechnical problems with strain localization
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
Experimental investigation of mode I fracture for brittle tube-shaped particles
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
Strain versus stress in a model granular material: A Devil's staircase
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
Wear of sharp aggregates in a rotating drum
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
Effects of a large number of cycles on pile shaft resistance analyzed at the grain scale using x-ray tomography
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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12
The particle image tracking technique: An accurate optical method for measuring individual kinematics of rigid particles
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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13
Jamming transition in a two-dimensional open granular pile with rolling resistance
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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14
From discrete to continuum modelling of boundary value problems in geomechanics: An integrated FEM‐DEM approach
Published in International journal for numerical and analytical methods in geomechanics (10-04-2019)“…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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15
Macro-micro analysis of ground response to circular tunnel excavation in granular media
Published in European journal of environmental and civil engineering (09-09-2024)“…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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16
Two-scale modeling of granular materials: a DEM-FEM approach
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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X-ray CT analysis of the evolution of ballast grain morphology along a Micro-Deval test: key role of the asperity scale
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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18
Emergence of Shear Bands in Confined Granular Systems: Singularity of the q-Statistics
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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19
A study of the influence of REV variability in double-scale FEM ×DEM analysis
Published in International journal for numerical methods in engineering (07-09-2016)“…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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Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters
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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