Hello Everyone!

I am simulating the centrifuge test for foundation having gravel drains and pile in the liquefied soil. I started with PDMY02 soil model and everything seems fine except it is underestimating the volumetric settlement in near field as well as far field. Did anyone try other models like “Stress Density Material” or Manzari Dafalias Material”? I am having convergence problems and not able to fix while using above mentioned models.

Thank you.