Evaluation of a constitutive model for clays and sands: Part II - clay behaviour
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Publication:4803338
DOI10.1002/nag.238zbMath1008.74522OpenAlexW3039257804MaRDI QIDQ4803338
Andrew J. Whittle, Juan M. Pestana, Antonio Gens
Publication date: 2 April 2003
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.238
Experimental work for problems pertaining to mechanics of deformable solids (74-05) Soil and rock mechanics (74L10)
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Fractional plasticity for over-consolidated soft soil ⋮ Microstructural modelling of stress-dependent behaviour of Clay ⋮ Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils ⋮ On the initial stages of the densification and lithification of sediments ⋮ Modelling stress-induced anisotropy in multi-phase granular soils ⋮ Non-uniqueness of critical state line in compression and extension conditions
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