Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics

DOI10.1002/nag.682zbMath1273.74272OpenAlexW1988860907MaRDI QIDQ2856291

Huabei Liu, Hoe I. Ling

Publication date: 24 October 2013

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.682

zbMATH Keywords

granular soilcyclic degradationcritical state soil mechanics (CSSM)soil-particle breakagestructure interface

Mathematics Subject Classification ID

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

Related Items (2)

Modeling of sand-structure interfaces under rotational shear ⋮ A Non-Matching Nodes Interface Model with Radial Interpolation Function for Simulating 2D Soil–Structure Interface Behaviors

Cites Work

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• Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics
• A simple contact-friction interface element with applications to buried culverts
• Modelling of joints and interfaces using the disturbed‐state concept
• A 2-D constitutive model for cyclic interface behaviour

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