An elasto‐plastic model for undrained behaviour of heavily overconsolidated clays

DOI10.1002/NAG.1610030109zbMath0387.73079OpenAlexW1971245902MaRDI QIDQ4168218

A. S. A. Stipho, Prasanta K. Banerjee

Publication date: 1979

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.1610030109

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

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Derivation of variational principles for rigid-plastic solids obeying non-associated flow laws. I. Further development of the nonlinear method of adding the adjoint operator, prescribed jumps

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