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Good Morning Sir, I am modelling my concrete using volume element in PLAXIS 3D. It is easier to get shear force and bending moment through this modelling. We can get the bending moment and shear force along the length of pile using cross section curve…

I am trying to export plots for structural elements. In one case i prefer to have a distribution plottype instead of deformation. Setting the plottype from python does result in a correct command in the plaxis command lines, however nothing happens. Only…

how to solve warning code 5 in plaxis "some stress points violated either the fairlure criterion or tension cut-off criterion" ?

Hello, My project is about construction of an embankment on subgrade reinforced by stone columns covered with geosynthetic...so i need to know what's the phases of calculation required...is it the same of the stone columns without geosynthetic? Or should…

Hello My name is Emre; I work on an article which is related to piping on earthfill dam.So only thing that i should do in to check the hydraulic gradient in stress tabsheet in output.Then, comparing to critical hydraulic gradient(which is already known…

I am having trouble getting the ground water arrow to appear on my report. I have currently entered a ground surface elevation at 1295 ft in the Input tab. When I enter a number such as 2 into the "Ground Water Elevation" in the Input tab, it should…

Hi all, I've been thinking about a problem for a while and thought that some of you might be able to help. On our logs, we show a column of %GR | SA | SI | CL on the far right side, when we have grain sizes. I'm using code to automatically calculate…