Block Verification

Model ID: 9759


This model shows how to set up a uniaxial compression test on a prestressed soil sample. Due to uniaxial compression and simple initial stress values, it is possible to determine the vertical yield stress analytically. The soil sample is modeled with soil plasticity and the Mohr-Coulomb criterion.

Ce modèle a été construit avec les éléments suivants:

Geomechanics Module