Hello Everyone.
I am working on a design of monopiles under cyclic loading condition.
I am using UDCAM-S model. It is clearly mentioned that this model can be used in offshore structures that experience storm loadings.
I am aware that using this…
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…
Hello, I have a doubt whether the Plaxis-3D could simulate the water pressure in the gap between pile and soil. The background of this is when cyclic load applied at the offshore monopile, the gap would appear at least on one side of pile, which would…