Liquefaction phenomenon of granular materials and constitutive stability

DOI10.1108/02644409610151539zbMath0983.74501OpenAlexW2066565316MaRDI QIDQ2721435

Félix Darve

Publication date: 29 April 2002

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644409610151539

zbMATH Keywords

instabilitygranular materialsliquefaction

Mathematics Subject Classification ID

Granularity (74E20)

Related Items (4)

Micro-macro analysis of granular material behavior along proportional strain paths ⋮ From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides ⋮ A robust data mining approach for formulation of geotechnical engineering systems ⋮ Second-order work criterion and divergence criterion: a full equivalence for kinematically constrained systems

Cites Work

• A general theory of uniqueness and stability in elastic-plastic solids
• Yield surfaces and principle of superposition: Revisit through incrementally nonlinear constitutive relations
• Incremental constitutive law for sands and clays: Simulations of monotonic and cyclic tests

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