Modeling of stress distribution in granular piles: Comparison with centrifuge experiments

DOI10.1063/1.166427zbMath0997.74016OpenAlexW2056278316WikidataQ47869708 ScholiaQ47869708MaRDI QIDQ2727175

P. Evesque, Arezou Modaressi, S. Boufellouh

Publication date: 14 August 2001

Published in: Chaos: An Interdisciplinary Journal of Nonlinear Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1063/1.166427

zbMATH Keywords

granular materialsplastic flowstress distributionnonlinear elasticitydilatancyrheological lawcontinuum mechanics approachbottom boundary conditioncentrifuge experimentsconic piletriangular pile

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Granularity (74E20)

Related Items (2)

Introduction to the focus issue on granular materials ⋮ Randomly-fluctuating heterogeneous continuum model of a ballasted railway track

Cites Work

• Thermodynamical approach for CamClay‐family models with Roscoe‐type dilatancy rules

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