Modelling the anisotropy of soft Swiss lacustrine clay

S. Messerklinger, S.M. Springman

Research output: Chapter in Book/Report/Conference proceedingsChapterpeer-review


Triaxial compression tests on natural Swiss lacustrine clay are simulated using two anisotropic elasto-plastic material models, the advanced Multilaminate Model for Clay and S_CLAY1.

Original languageEnglish
Title of host publicationComputational Fluid and Solid Mechanics 2003
Number of pages4
ISBN (Electronic)9780080529479
Publication statusPublished - 2 Jun 2003


  • Anisotropy
  • Constitutive modelling
  • Lacustrine clay
  • Multilaminate Model for Clay
  • Numerical modelling
  • S-CLAYl
  • Soil behaviour
  • Triaxial testing


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