I am currently modeling the reinforcement of a tailings dam. I'm using the Hardening Soil Model for the foundation materials and we are running a fully coupled flow-deformation analysis. We are observing that during the reiforcement phases the model is…

Dear all, I have a big problem with a fully coupled analysis. I plan to analyse a corridor between two different embankments that have two different water levels and there is a liner blanket under both of them. Model is fine when initial analysis…

Hello everyone! I am trying to conduct the flow-deformation analysis for slope stability assessment under transient boundary conditions. However, the problem is that at the study site, we do not know the depth of the groundwater table. We are assuming…