Journal
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
Volume 36, Issue 9, Pages 1220-1240Publisher
WILEY-BLACKWELL
DOI: 10.1002/nag.1051
Keywords
constitutive relation; hypoplasticity; asymptotic behaviour; attractors; limit cycles; sand
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It is shown that the asymptotic mechanical behaviour (i.e. stresses asymptotically obtained with constant deformation rates) determines the entire mechanical behaviour of granular materials, such as soil. In this paper, a constitutive model, or rather a new theoretical framework, for sand is derived in terms of rational mechanics. The new theory, called barodesy, has an outstanding simplicity and comprises previously introduced concepts of Soil Mechanics: critical states and barotropy (i.e. power law dependence of stiffness on stress). Copyright (c) 2011 John Wiley & Sons, Ltd.
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