Hi, I am doing pseudo static analysis in earth dam to calculate the yield acceleration for different geometry and property configurations. I have questions about the boundary conditions to calculate this value, because my ky_crit change depending if my…

Hello everyone, I want to do pseudostatic analysis with Python scripting. However, I cannot find the right command to activate pseudostatic load as I would in Staged construction on the GUI. Does anyone know how to do this? I tried both set and setproperties…

Hi there, I am trying to re-create a Pseudo-static analysis based on Fundamentals of pseudo-static analysis in PLAXIS - GeoStudio | PLAXIS Wiki - GeoStudio | PLAXIS - Bentley Communities , However, I failed to achieve the expected output in Example…

Hi, I had a look at the following article by Bently. Fundamentals of pseudo-static analysis in PLAXIS - Wiki - GeoStudio | PLAXIS - Bentley Communities According to what I understand, this technique can be used to determine the critical horizontal…

I am analyzing a steel pipe pile quay with PLAXIS 2D. How to check the earth pressure acting on the pile after pseudo-static analysis? Is it σ'_xx? Does σ'_xx include kinematic load caused by earthquakes?