Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model

DOI10.1002/NAG.502zbMath1196.74104OpenAlexW2130025838MaRDI QIDQ3160778

P. K. Woodward, M. Banimahd

Publication date: 11 October 2010

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.502

zbMATH Keywords

finite elementbearing capacitykinematic modelgranular soilfooting

Mathematics Subject Classification ID

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

Cites Work

• Unnamed Item
• Influence of relative density and stress level on the bearing capacity of sands
• Generalized Swan's Theorem and its Application

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