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Modelling the anisotropy of soft Swiss lacustrine clay

Abstract:

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.

Authors:

Messerklinger, Sophie and Springman, Sarah M.

Index Terms:

numerical modelling; soil behaviour; constitutive modelling; anisotropy; triaxial testing; lacustrine clay; clay; ClayGroup; SoilGroup; Messerklinger, Sophie; Springman, Sarah M.

Further Information:

Date published: 2003