I have modeled my monopile foundation for offshore wind turbine. The pile is modeled as volume pile using plate element and it is subjected to the horizontal load at the top. I want to get corresponding response of bending moment and shear force which…

Hi all, We are working plaxis 3D model for a quay reinforcement design. This reinforcement could be done through internal piles so we have introduced them on the model through volume elements with internal dummy beams. I am interested to know your experience…