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.
Original language | English |
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Title of host publication | Computational Fluid and Solid Mechanics 2003 |
Pages | 447-450 |
Number of pages | 4 |
ISBN (Electronic) | 9780080529479 |
DOIs | |
Publication status | Published - 2 Jun 2003 |
Keywords
- Anisotropy
- Constitutive modelling
- Lacustrine clay
- Multilaminate Model for Clay
- Numerical modelling
- S-CLAYl
- Soil behaviour
- Triaxial testing