Modelling the behaviour of an embankment on soft clay with different constitutive models

DOI10.1002/NAG.507zbMath1196.74125OpenAlexW1992080045MaRDI QIDQ3160784

Helmut F. Schweiger, Minna Karstunen, H. Krenn, Florian Scharinger, C. Wiltafsky

Publication date: 11 October 2010

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.507

zbMATH Keywords

anisotropynumerical modellingstructureembankmentsoft clayfabricdestructuration

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (1)

Numerical analyses of embankments on PVD improved soft clays

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