Dynamic stability analysis of undrained simple shear on water-saturated granular soils

DOI10.1002/nag.1610100206zbMath0579.73109OpenAlexW2042143371MaRDI QIDQ3702650

I. G. Vardoulakis

Publication date: 1986

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.1610100206

zbMATH Keywords

instabilityeigenvalueequationsfrictionaldilatant materialsoftening regimeContractant material2D-flow theory of plasticitybackground drained behaviourcorrect evolution equations for the growth coefficient of thecorrect evolution equations for the growth coefficient of the instabilityinertia-free formulationliquefaction phenomenonsoil-skeleton-water systemstate of maximum effective stress obliquitystate of maximum shear stressundrained, simple-shear deformationswater-saturated granular soil

Mathematics Subject Classification ID

Stability of dynamical problems in solid mechanics (74H55) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

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