Stress-dilatancy based modelling of granular materials and extensions to soils with crushable grains

DOI10.1002/nag.405zbMath1122.74359OpenAlexW2062780749WikidataQ59202284 ScholiaQ59202284MaRDI QIDQ3423298

Claudio Tamagnini, Antonio De Simone

Publication date: 20 February 2007

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.405

zbMATH Keywords

granular materialsplasticityconvex analysisgrain crushingstress-dilatancy

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10)

Related Items (2)

Critical softening in Cam-Clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities ⋮ Developing elasto-plastic models without establishing any expression for the yield function

Cites Work

• Plasticity. Mathematical theory and numerical analysis
• The Thermomechanics of Plasticity and Fracture
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