Hi, In the safety analysis (Plaxis 2D) additional displacements that are generated are generally discounted/considered not to have a physical meaning. Is it therefore reasonable to assume that shear forces and bending moments calculated in these stages…

We wanted to know if PLAXIS can model a concrete diaphragm quay wall (wharf) structure. The wharf consists of concrete diaphragm wall on waterside against which the ships dock) and landside and a series of vertical concrete elements called barrettes …