Modeling of sand-structure interfaces under rotational shear

DOI10.1016/j.mechrescom.2009.09.005zbMath1272.74458OpenAlexW2012826560MaRDI QIDQ366369

Ali Lashkari

Publication date: 13 September 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641309001323

zbMATH Keywords

stiffnessgeneralized plasticityrotational shearsoil-structure interface

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (1)

Modeling interface shear behavior of granular materials using micro-polar continuum approach

Cites Work

• Unnamed Item
• Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics
• A constitutive model for sand liquefaction under continuous rotation of principal stress axes
• A non-coaxial constitutive model for sand deformation under rotation of principal stress axes
• Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics
• Generalized plasticity and the modelling of soil behaviour

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