Hello everyone, I wanted to ask about the simulation of unconsolidated undrained triaxial tests in the "soil test" module: We entered a value of zero or close to zero in the " σ' xx" box (to simulate non-consolidation), then entering the other parameters…

Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I plan to approach the problem with…

Hi all, 01. When defining a vertical wall in Plaxis, use prevent punching option if is not a thin structure to take into account of end bearing. It the plate is defined as a horizontal (along the x-axis) and applies vertical and horizontal loading,…

Hello everybody! Could please someone tell me how to reference correctly the Plaxis material models manual in an academic investigation work? Thanks in advance.

Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…

As further description to the title, it seems in the python API when you add a polygon on top of an already existing soil polygon, when you run a gotostages or gotoflows function, the soil/material assigned to the smaller polygon (yellow below) in the…

Hello, My question is probably obvious - but I haven't found the answer on the forum. I would like to create a soil material with the command line. How can I do that ? I found the following : soilmat "Name" "SoilMat1" "MaterialName" "<NameInDBList…

Hello, How can i set specified soil material by using python code ? ı mean i have three kind of soil volume but all i want to change just one of them.Is there someone who has an idea? thank you