Influence of relative density and stress level on the bearing capacity of sands

DOI10.1002/NAG.1610171204zbMath0788.73060OpenAlexW2088827745MaRDI QIDQ4285128

Paolo Simonini

Publication date: 26 May 1994

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.1610171204

zbMATH Keywords

failuregranular soilshear strengthvolumetric behaviourcritical friction anglesnonlinear Mohr-Coulomb criterionshallow footings

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (2)

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

Cites Work

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