This document describes an example that has been used to verify the elasto-plastic deformation capabilities according to the Hardening Soil model of PLAXIS. The problem involves axial loading under triaxial test conditions.
Used version:
Hardening Soil Model
[Models]
The Hardening Soil model: Formulation and Verification
[Publications]
Bi-axial test with Mohr-Coulomb model
[Verifications]