Greetings, I am presently engaged in the analysis of a braced excavation for an underground station, involving a rectangular shaft. I have included plan views and vertical cross-sections in both the length (section1) and breadth (Section2) directions…

Hi, I am having some issues in obtaining realistic loads on Volume Elements using the Centerline tool on PLAXIS 3D. I'm modelling a Concrete Secant Pile Wall with Steel profile in the stiffer piles. To simplify the model, I have modelled the piles…

Hello PLAXIS team I am interested to model a diaphragm wall in each both EI1 and EA1 ( vertical) are still 100% of the isotropic case, but EA2 and EI2 are reduced to 20% and 1% respectively. This is based on the Geotechnique paper ( ZDRAVKOVIC et al…