Is it possible in Plaxis LE to do a combined analysis? By that I mean the software chooses the lowest strength (in drained- or undrained conditions) for each slice.

Hello All, In PLAXIS, I saw three types of undrained analysis : A,B and C. When I define the material as undrained, my thought is the soil is in an undrained state at the beginning of the analysis. I understand undrained "A" is for effective stress…

Hi PLAXIS team, Reading from PLAXIS manual, I see the following and agree with it. "PLAXIS has options to deal with undrained behaviour in an effective stress analysis, the use of undrained shear strength (cu or Su) may be preferred over the use of…

Dear All, I am performing some local seismic response analysis with Plaxis 3D. I would like to know if the boundary conditions of type "Free field" can be implemented in case the materials are in Undrained condition ( A or B). In fact, inspecting…