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A rate-type constitutive model for soil with a critical state

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Publication:4155972
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DOI10.1002/nag.1610020306zbMath0377.73114OpenAlexW2052286672MaRDI QIDQ4155972

George Mullenger, R. O. Davis

Publication date: 1978

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.1610020306



Mathematics Subject Classification ID

Soil and rock mechanics (74L10)


Related Items (2)

BEYOND FAILURE IN GRANULAR MATERIALS ⋮ Classical and Cosserat plasticity and viscoplasticity models for slow granular flow






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