Hypoplastic constitutive equation with internal variables

DOI10.1002/NAG.1610190604zbMath0829.73057OpenAlexW2093040479MaRDI QIDQ4848492

D. Kolymbas, Ivo Herle, P. A. von Wolffersdorff

Publication date: 17 September 1995

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.1610190604

zbMATH Keywords

back stresscohesionless soils

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

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BEYOND FAILURE IN GRANULAR MATERIALS ⋮ Modeling of the differential rotation effect in complex loading of granular media ⋮ Formulation of a unified constitutive model for clays and sands ⋮ Unnamed Item ⋮ Non-linear analysis of shear band formation in sand ⋮ A hyperbolic well-posed model for the flow of granular materials

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