Constitutive properties of dry sand observable in the triaxial test

DOI10.1007/BF01176466zbMath0449.73113MaRDI QIDQ1147567

I. G. Vardoulakis

Publication date: 1981

Published in: Acta Mechanica (Search for Journal in Brave)

zbMATH Keywords

triaxial testbifurcation analysis of continuous and discontinuous deformation modesrigid-granular model for dry sand

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)

Related Items

Bifurcation analysis of the triaxial test on rock specimens. A theoretical model for shape and size effect, Axisymmetric bifurcation analysis in soils by the tangential-subloading surface model, Rigid granular plasticity model and bifurcation in the triaxial test

Cites Work

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• Localized necking in thin sheets
• Bifurcation phenomena in the plane tension test
• Bifurcation analysis of the triaxial test on sand samples
• Direkte Verfahren zur Berechnung der Nullstellen von Polynomen
• Shear band inclination and shear modulus of sand in biaxial tests
• On the use of symmetry to simplify the constitutive equations of isotropic materials with memory