Development of stresses in cohesionless poured sand

DOI10.1098/rsta.1998.0285zbMath0919.73283arXivcond-mat/9803266OpenAlexW1925088672MaRDI QIDQ4243390

Jean-Philippe Bouchaud, Philippe Claudin, M. E. Cates, J. P. Wittmer

Publication date: 9 June 1999

Published in: Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences (Search for Journal in Brave)

Full work available at URL: https://arxiv.org/abs/cond-mat/9803266

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (5)

Stress response inside perturbed particle assemblies ⋮ Statics of loose triangular embankment under Nadai's sand hill analogy ⋮ The stress in static granular media under gravity ⋮ Jamming and static stress transmission in granular materials ⋮ Can crack front waves explain the roughness of cracks?

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