Plaxis Dynamic analyis with PM4sand model

I am doctorate student. I want to modelling uplift behaviou of pipe in liquefiable soil.
I have used PM4sand model for liquefiable material. I have a problem about interface. When I activete interface on pipe, The analysis of dynamic time stop and ıt don't continue. When I do inactive interface, The analysis  continue. What is the problem about that ? I can't calculate excess porepresure homogenous around of pipe. It gives so high values.
I have added my analysis folder:
Best Regards,
Münire Dülger
Parents Reply Children
No Data