This document describes an example that has been used to verify the elasto-plastic deformation capabilities according to the linear-elastic perfectly-plastic Mohr-Coulomb model of PLAXIS. The problem involves axial loading under biaxial test conditions.
Used version:
Mohr-Coulomb
[Models]
Bi-axial shearing test with Linear Elastic model
[Verifications]
Bi-axial test with Linear Elastic model
Triaxial test with Hardening Soil model