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192 résultats
Failure in granular media: a discrete analysisPowders and grains, Stuttgart,DEU ,juillet 2005, 2005, Stuttgart, Germany. pp.4
Communication dans un congrès
hal-02586895v1
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Numerical definition of the bouncing occurrence of a particle on a granular layerPowders and grains 2009, Jul 2009, Golden, United States
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Basic features of plastic strains : from micro-mechanics to incrementally nonlinear modelsInternational Journal of Plasticity, 2007, 23 (9), pp.1555-1588
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Micromechanical modeling of geomaterials: Multiphysical coupling and degradation2nd international Conference on the structures degradation in coastal zones, MEDACHS 10, Apr 2010, La Rochelle, France. pp.8
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Intrinsic Incremental Mechanics4th International SEE Conference on Geometric Science of Information (GSI), Société Mathématique de France, Aug 2019, Toulouse, France. pp.51-54, ⟨10.1007/978-3-030-26980-7_6⟩
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A porous media finite element approach for soil instability including the second-order work criterionActa Geotechnica, 2016, 11 (4), pp.805-825. ⟨10.1007/s11440-016-0473-5⟩
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Micromechanical analysis of second order work in granular media10th International Workshop on Bifurcation & Degradation of Geomaterials – IWBDG 2014, May 2014, Hong-Kong, China. pp.67-74
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Towards the design of an enriched concrete with enhanced dissipation performancesCement and Concrete Research, 2016, 84, pp.48-61. ⟨10.1016/j.cemconres.2016.03.002⟩
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Material stability analysis of rock jointsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37 (15), pp.2539 - 2562. ⟨10.1002/nag.2149⟩
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Bifurcation in granular materials: a multiscale approachMultiscale modeling of heterogeneous materials, Hermès Science Publications, pp.14, 2008, 978-1-8482-1047-9
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Comparing numerical and experimental approaches for the stochastic modeling of the bouncing of a boulder on a coarse soilEuropean Journal of Environmental and Civil Engineering, 2010, 14 (1), pp.87-111. ⟨10.3166/EJECE.14.87-111⟩
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3D bifurcation analysis in granular materials8th International Workshop on Bifurcations and Degradations in Geomaterials, 2008, Lake Louise, Canada. ⟨10.1080/19648189.2009.9693096⟩
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Continuous and discrete modeling of failure modes in geomechanicsInternational Workshop on Bifurcations and Instabilities in Geomechanics, Jun 2002, Collegeville, United States
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Material stability analysis based on the local and global elasto-plastic tangent operators1. International Symposium on computational geomechanics (COMGEO 2009), Apr 2009, Juan-les-Pins, France. pp.215-225
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Granular media failure along triaxial proportional strain pathsEuropean Journal of Environmental and Civil Engineering, 2013, 17 (9), pp.777-790. ⟨10.1080/19648189.2013.819301⟩
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Granular plasticity, a contribution from discrete mechanicsJournal of the Mechanics and Physics of Solids, 2015, 75, pp.119-139. ⟨10.1016/j.jmps.2014.09.010⟩
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Microstructural basis of the second-order works in granular media22nd ALERT workshop, Oct 2011, Aussois, France
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hal-00760700v1
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Reliability analyses of slope stabilityEuropean Journal of Environmental and Civil Engineering, 2011, 14 (10), pp.1227-1257. ⟨10.1080/19648189.2010.9693293⟩
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Bifurcation in granular materials: An attempt for a unified frameworkInternational Journal of Solids and Structures, 2009, 46 (22-23), pp.3938-3947. ⟨10.1016/j.ijsolstr.2009.07.008⟩
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Une approche discrète de la rupture dans les matériaux granulaires17. Congrès français de mécanique, 2005, Troyes, France. pp.1-6
Communication dans un congrès
hal-02586897v1
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Incrementally non-linear plasticity applied to rock joint modellingInt. J. Numer. Anal. Meth. Geomech, 2013, 37 (5), pp.453-477. ⟨10.1002/nag.1105⟩
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istex
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Analysis of failure occurrence from direct simulationsEuropean Journal of Environmental and Civil Engineering, 2009, 13 (2), pp.187-201. ⟨10.1080/19648189.2009.9693099⟩
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Microstructural self-organization in granular materials during failureComptes Rendus Mécanique, 2015, 343 (2), pp.143-154. ⟨10.1016/j.crme.2014.09.009⟩
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Probabilistic rockfall trajectory simulations including the protective effect of forestsSymposium Rock Slope Stability, Nov 2010, Paris, France. pp.10
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Multiscale modeling of geomaterialsInternational Conference in Numerical Models in Geomechanics NUMOG IX, Ottawa, CAN, 25-27 August 2004, 2004, Ottawa, Australia. pp.7
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Describing failure in geomaterials using second-order work approachWater Science and Engineering, 2015, 8 (2), pp.89-95. ⟨10.1016/j.wse.2015.05.001⟩
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Micromechanical formulation of stress dilatancy and its implications on the flow rule10th.Int. Symp. on Numerical Models in Geomechanics, NUMOG X, Rhodes, GRC, 25-27 April 2007, 2007, Rhodes, Greece. pp.6
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Bifurcation Micromechanics in Granular MaterialsDynamic Damage and Fragmentation, David Edward Lambert, Crystal L. Pasiliao, Benjamin Erzar, Benoit Revil‐Baudard, Oana Cazacu, Wiley, pp.315-338, 2019, 978-1-78630-408-7. ⟨10.1002/9781119579311.ch10⟩
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Micromechanical analysis of second order work in granular mediaGranular Matter, 2013, 15 (2), pp.221-235. ⟨10.1007/s10035-013-0402-3⟩
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Modèles de comportement élasto-visco-plastiques des géomatériauxTechniques de l'Ingénieur, Techniques de l'Ingénieur, pp.C218, 2016
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