I have a question related to the use of Mohr-Columb constitutive equation in HM process simulation.
I wanted to simulate the rainfall-induced landslide and want to use Mohr-Column constitutive equation to simulate the failure process. As far as I know and according to this documentation, to use Mohr-Column constitutive equation, need to use MFront. I have tried to use it with my model but it is giving some error (this model runs fine with LinearElasticIsotropic constitutive equation).
Input files: failuretest.zip (6.1 MB)