Hi,
I'm attempting to use the Jointed rock model in plaxis2D as the foundation for modifications to an existing dam project. However, my initial condition is collapsing. There is no issue and I am able to conduct the entire stages when utilising other models, such as general Hoek brown. Is there something about this particular material model that I'm overlooking? I'm only attempting to use Mohr-coulomb parameters to model horizontal joints (Alpha1=0).
Regards
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