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 |
|---|---|
| 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