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F. Darve, E. Flavigny, M. Meghachou (1995)
Yield surfaces and principle of superposition: Revisit through incrementally non-linear constitutive relationsInternational Journal of Plasticity, 11
F. Darve, S. Labanieh (1982)
INCREMENTAL CONSTITUTIVE LAW FOR SANDS AND CLAYS: SIMULATIONS OF MONOTONIC AND CYCLIC TESTSInternational Journal for Numerical and Analytical Methods in Geomechanics, 6
R. Hill (1958)
A general theory of uniqueness and stability in elastic-plastic solidsJournal of The Mechanics and Physics of Solids, 6
Darve F. (1990)
10.1201/9781482296532
F. Darve, E. Flavigny, M. Meghachou (1995)
Constitutive modelling and instabilities of soil behaviourComputers and Geotechnics, 17
Mourad Meghachou (1993)
Stabilité des sables lâches : essais et modélisations
Liquefaction phenomenon and its catastrophic nature can be analysed as a particular material behaviour of granular media under certain loading paths. Proposes a definition of liquefaction and its modelling by constitutive relations. Discusses this modelling in relation to the questions of stability and uniqueness. Considers the signs of three scalar quantities: the work of second order, the determinant of the symmetric part of the tangent constitutive tensor and the determinant of the tensor itself. Concludes that the liquefaction path is situated inside a potentially unstable domain and that in some cases this path reaches some states of loss of uniqueness, which are essentially bifurcation points.
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Nov 1, 1996
Keywords: Granular materials; Instability; Liquefaction
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