Publications
Geomechanics from Micro to MacroInteraction between two localized fluidization cavities in granular media : Experiments and numerical simulation. 3rd International Symposium on Geomechanics from Micro to Macro. Geomechanics from Micro to Macro:1571-1576.
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2014. Evolution of particle size distributions in crushable granular materials. 3rd International Symposium on Geomechanics from Micro to Macro. Geomechanics from Micro to Macro:275-280.
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2015. Effect of Particle Shape non-Convexity on the Rheology of Granular Media : 3D Contact Dynamics Simulations. 2nd International Conference on Particle-Based Methods - Fundamentals and Applications (Particles). PARTICLE-BASED METHODS II: FUNDAMENTALS AND APPLICATIONS:427-434.
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2012. C-S-H across Length Scales: From Nano to Micron. 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete StructuresCONCREEP 10. CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES :39-48.
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2015. Creep of Clay: Numerical Results at the Scale of a Layer and Experimental Results at the Scale of Thin Self-Standing Films. 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete StructuresCONCREEP 10. CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES :531-536.
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2015. Creep of Bulk C-S-H: Insights from Molecular Dynamics Simulations. 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete StructuresCONCREEP 10. CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES :511-516.
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2015. Creep behaviour of confined layers of polyhedral grains. 2nd International Conference on Particle-Based Methods - Fundamentals and Applications (Particles). PARTICLE-BASED METHODS II: FUNDAMENTALS AND APPLICATIONS :574-583.
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2011. Contribution of mechanical factors to the variability of root architecture: Quantifying the past history of interaction forces between growing roots and soil grains. 2016 IEEE INTERNATIONAL CONFERENCE ON FUNCTIONAL-STRUCTURAL PLANT GROWTH MODELING, SIMULATION, VISUALIZATION AND APPLICATIONS (FSPMA). :52-60.
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2016. Compressive strength of an unsaturated granular material during cementation. Symposium on Science and Technology of Powders and Sintered Materials (STPMF 2009). POWDER TECHNOLOGY:308-311.
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2011. Comparison of the effects of rolling resistance and angularity in sheared granular media. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:891-894.
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2013. Capillary states of granular materials in the funicular state. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:1023-1026.
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2013. Capillary states of granular materials in the funicular state. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:1023-1026.
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2013. A benchmark for particle shape dependence. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:883-886.
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2013. A benchmark for particle shape dependence. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:883-886.
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2013. AIP Conference ProceedingsTumbling sandpiles in a fluid. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:662-665.
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2013. AIP Conference Proceedings A multiscale description of failure in granular materials. 7th International Conference on Micromechanics of Granular Media (Powders and Grains). Book Series: AIP Conference Proceedings POWDERS AND GRAINS 2013:585-588.
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