Block Verification

Application 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.

This model example illustrates applications of this type that would nominally be built using the following products: