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A procedure to determine nonassociated constitutive equations for geomaterials

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Publication:1332481
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DOI10.1016/0749-6419(94)90031-0zbMath0818.73020OpenAlexW2083953856MaRDI QIDQ1332481

Nicolae Cristescu

Publication date: 22 August 1995

Published in: International Journal of Plasticity (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0749-6419(94)90031-0


zbMATH Keywords

sandrock saltdamagecreepfailureflow ruleyield functiondilatancyirreversible compressibilitywork-hardeningnonassociative formtriaxial data


Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99) Geophysical solid mechanics (74L05)


Related Items (3)

A comparison between the Perzyna viscoplastic model and the consistency viscoplastic model ⋮ A thermo-viscoelastic-viscoplastic-viscodamage constitutive model for asphaltic materials ⋮ Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics






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