I aim to calculate the tensile capacity of a pile after a cycle of lateral loading and unloading in Plaxis 3D. When I compare the post-lateral-loading axial capacity (Q1) with the axial capacity with no prior lateral loading (Q_ref), I observe that Q1…

Hello, Please, i'm BELOUAD Rabah, student in M2 Geosciences of energy at Paris Cergy University. I'd like use Plaxis to design the anchor pile of floating windfarm for my master thesis but i didn't use it before, if someone could help me in this…