Dear Community, I am working on the dseign of monopiles under cyclic load. The most important thing for that to cater is strength and stiffness degradation. In the link below I attached there is a discussion regarding constitutive model i.e. UDCAM…

I am a very new user of Plaxis 3D. I am trying to model a laterally loaded pile. In the Plaxis Tutorial manual there is an example of loading of a suction pile in which the pile is modelled as a rigid body but no material or thickness of pile is assigned…