Statics of loose triangular embankment under Nadai's sand hill analogy

DOI10.1016/J.JMPS.2010.07.013zbMath1200.74039arXiv1008.1125OpenAlexW2088110059MaRDI QIDQ602783

Thirapong Pipatpongsa, Hideki Ohta, Sokbil Heng, Atsushi Iizuka

Publication date: 5 November 2010

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://arxiv.org/abs/1008.1125

zbMATH Keywords

analytic functionfrictiongranular materialelastic-plastic materialgranular arch

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10)

Cites Work

• Unnamed Item
• Static multiplicity of stress states in granular heaps
• Development of stresses in cohesionless poured sand
• The topography of steady sandpiles on arbitrary domains

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