Non-uniqueness of critical state line in compression and extension conditions

DOI10.1002/NAG.770zbMath1273.74326OpenAlexW2060837735MaRDI QIDQ2854658

Zhen-Yu Yin, Ching-Sen Chang

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.770

zbMATH Keywords

constitutive relationsmicromechanicsplasticitycritical stateclaysextension test

Mathematics Subject Classification ID

Experimental work for problems pertaining to mechanics of deformable solids (74-05) Soil and rock mechanics (74L10)

Related Items (1)

Dilatancy of granular materials in a strain space multiple mechanism model

Cites Work

• Aspects of finite element implementation of critical state models
• Micro-mechanical bases of some salient constitutive features of granular materials
• An elasto-plastic model for granular materials with microstructural consideration
• Initial moduli of particulated mass with frictional contacts
• SANICLAY: simple anisotropic clay plasticity model
• CASM: a unified state parameter model for clay and sand
• Evaluation of a constitutive model for clays and sands: Part II - clay behaviour

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