Triaxial and Oedometer Test with Modified Cam-Clay Material Model

Application ID: 74851

In this example, triaxial and oedometer tests are simulated using the Modified Cam-Clay material model. A nonlinear stress-strain relation is recovered with the constant Poisson's ratio formulation. The hardening and softening behavior is recovered for normally consolidated and highly overconsolidated soils, respectively.

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