Dear sir/madam, I'm working on dynamic analyses for a study. In this study, i will compare the accelerations along the depth of soil and structural forces on the piles with different: -Earthquake characteristics (PGA) -Soil parameters (Shear vave…

Hi, PLAXIS team, I'm struggling to understand what the upper limit for material stiffness, i.e. E50 in Hardening Soil Model is? I am exploring different material models for a very low to low strength Siltstone (UCS = 1MPa, E50 = 300MPa) and I was thinking…