Journal
GEOTECHNIQUE LETTERS
Volume 10, Issue 1, Pages 16-19Publisher
ICE PUBLISHING
DOI: 10.1680/jgele.19.00012
Keywords
anisotropy; clays; constitutive relations
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Funding
- ERC under the European Union [290963]
- General Secretariat for Research and Technology of Greece (Matching Funds Programme) under the project titled 'SOFI -SOil Fabric Investigation'
- European Regional Development Fund, the Czech Republic [CZ.02.1.01/0.0/0.0/15_003/0000493-CeNDYNMAT]
- Natural Sciences and Engineering Research Council of Canada (NSERC)
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Convergence of the rotational hardening variable alpha used in the anisotropic models of clay plasticity, with a constitutively defined attractor/bound alpha(b)(eta), function of the stress ratio eta , under fixed eta loading, is analytically investigated. It is analytically shown that depending on various parameters of the rate equation of the evolution of alpha, such convergence may or may not occur despite the apparent necessity of convergence stemming from the form of the evolution equation of alpha.
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