Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation

DOI10.1002/NAG.1610100102zbMath0574.73105OpenAlexW1970214289MaRDI QIDQ3693050

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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.1610100102

zbMATH Keywords

finite elementfinite difference methodsagingBiot's consolidation theoryeffect of sample thicknesselasto- viscoplastic constitutive modelOne- and two-dimensionaltwo-dimensional consolidation analysis of clay deposits

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20) Numerical and other methods in solid mechanics (74S99)

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