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Bruno Chareyre
Researcher at University of Grenoble
Publications - 96
Citations - 2450
Bruno Chareyre is an academic researcher from University of Grenoble. The author has contributed to research in topics: Discrete element method & Granular material. The author has an hindex of 25, co-authored 94 publications receiving 1868 citations. Previous affiliations of Bruno Chareyre include Joseph Fourier University & Grenoble Institute of Technology.
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Journal ArticleDOI
Comprehensive Comparison of Pore-Scale Models for Multiphase Flow in Porous Media
Benzhong Zhao,Christopher W. MacMinn,Bauyrzhan K. Primkulov,Yu Chen,Albert J. Valocchi,Jianlin Zhao,Qinjun Kang,Kelsey Bruning,James E. McClure,Cass T. Miller,Abbas Fakhari,Diogo Bolster,Thomas Hiller,Martin Brinkmann,Luis Cueto-Felgueroso,Daniel A. Cogswell,Rahul Verma,Maša Prodanović,Julien Maes,Sebastian Geiger,Morten Vassvik,Alex Hansen,Enrico Segre,Ran Holtzman,Zhibing Yang,Chao Yuan,Bruno Chareyre,Ruben Juanes +27 more
TL;DR: An objective comparison of a variety of state-of-the-art pore-scale models for multiphase flows, including lattice Boltzmann, stochastic rotation dynamics, volume- of-fluid, level-set, phase-field, and pores, using a dataset from recent microfluidic experiments which offers an unprecedented benchmarking opportunity.
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On the capillary stress tensor in wet granular materials
TL;DR: In this paper, a micromechanical study of unsaturated granular media in the pendular regime, based upon numerical experiments using the discrete element method, compared to a microstructural elastoplastic model, is presented.
Journal ArticleDOI
On the capillary stress tensor in wet granular materials
TL;DR: In this article, a micromechanical study of unsaturated granular media in the pendular regime, based on numerical experiments using the discrete element method, compared with a microstructural elastoplastic model, is presented.
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Micromechanics of granular materials with capillary effects
TL;DR: In this article, the shear strength properties of unsaturated granular materials with capillary effects were investigated based on discrete element simulations and micromechanical calculations, and the results showed a nonlinear evolution of the cohesion with the water content.
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Discrete modeling of granular soils reinforcement by plant roots
TL;DR: In this article, a numerical model of direct shear tests of non-rooted and rooted granular soils based on the Discrete Element Method was developed, where the soil is modeled as an assembly of locally interacting spheres and the roots are modeled as deformable cylinders in the soil matrix.