Instability of steady shear flow of granular materials

DOI10.1007/BF01180099zbMath0618.73116MaRDI QIDQ1089203

A. J. M. Spencer

Publication date: 1986

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

zbMATH Keywords

granular materialinitial conditionsincompressible materialCoulomb-Mohr yield conditionshearing deformationsimple shearing flow'double-shearing' modeldilatant double-shearing modeldilatant materialfinite shearpositive energy dissipation requirementssteady stress solutiontime-dependent stress solutions

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Dynamical problems in solid mechanics (74H99)

Related Items (9)

Modeling liquefaction of water saturated granular material under undrained cyclic shearing ⋮ Plane strain characteristics theory for soils and granular materials with density dependent yield criteria ⋮ An analysis of the generalized double-sliding models for cohesionless granular materials ⋮ Dilatant double shearing theory applied to granular chute flow ⋮ Gravity flow of granular materials in contracting cylinders and tapered tubes ⋮ Application of a continuum theory to vertical vibrations of a layer of granular material ⋮ A novel approach to examining double-shearing type models for granular materials ⋮ Compression and shear of a layer of granular material ⋮ Mathematics and mechanics of granular materials

Cites Work

• Initial planar deformation of dilatant granular materials
• Unnamed Item

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