Hello, I hope you are doing well. I am modelling a steady state groundwater condition for a simple slope and I am having an error 101, in which the soil body seems to collapse. My intention is to use the pore pressures from this analysis in a subsequent…

Greetings, I have a simple model of a levee and am trying to conduct fully coupled flow-deformation analyses. However, the preliminary steady state GW flow analysis to determine p_steady cannot converge. I have thus tried to make a steady state flow…

Hello I'm doing a steady state seepage analysis of water seepage in Plaxis 2D advanced edition. Could anyone kindly help me out? Thank you

I can perform a steady state seepage analysis by defining a non porous element (plate) on a low permeability soil. But If I define non poros element as a lower permeability soil layer (solid), plaxis does not perform the analysis. How can I solve this…