We are analyzing the saturation and pore pressures in a dry stockpile, where we want to simulate 15 rainy days and 15 dry days. We expected that during the rains a more saturated surface layer would form, and that this surface saturation would decrease…

Dear I am modelling the rainfall in a specific area in the Plaxis 3D FEM and defined the polygon to determine the rainfall in that area. The specification I used in different phases are as follow: Initial phase: Calculation type: Flow only Pore…

Dear I modeled a real region and import data from the point cloud data into Plaxis. I defined the “surface groundwater flow boundary condition” to define different infiltration for different areas. The infiltration behavior is set to “time dependent…

Dear Could there be any possibility to define 2 different precipitation (rainfall) for two different zones in the model? Could I distinguish two different zones in the model and define different precipitation for them separately? Thanks for your…

Dear Referring the Plaxis manual and figure 1, we can define the precipitation in the sloped area and by considering the coupled flow-deformation analyses, we can define the deformation on the sloped area and, also, the pressure on the wall of the structure…

Hi, I am trying to analyse the effect of transient infiltration on slope stability. As an initial condition to generate pore water pressure, I applied a small flux for a long duration (about 5 years) until the changes in pore water pressure became negligible…

Hi, I am trying to simulate rainfall infiltration in PLAXIS 2D. When I assign constant infiltration rate (e.g. 0.1m/day) with coupled flow-deformation analysis. it takes too much time and at the end it gives error. Also, when I do analysis without…