Hi
I'm modelling a steel pile penetrated in sand and I need some clarifications regarding the soil material properties. I'm modelling a sand layer of peak friction angle 33 degrees and dilation angle of 3 degrees. My question is: when using the Mohr-Coulomb model, is the friction angle entry in...
Thanks Anna
I never tried the rough surface, I'll try it and let you know ( hope it works,I already tried the no separation option but didnt work..I even tried to the tie option but didnt work cause it has to be activated for all steps so for my case it wasnt working)
for the soil initial...
Hi
I’m modelling a steel tapered pile embedded in sand (Half-model) using the following steps:
1. Geostatic step for the soil (with the pile de-activetd)
2. Removing the part of the soil representing the pile opening
3. Resetting the displacement to zero (BC). I made this step since very little...
