Good Afternoon! Hello, I’m Neta. I want to ask about vertical stress. How to get the result of effective vertical stress or overburden effective pressure in Plaxis 3D? Thank you.

Hello mr & mrs. I want to ask about how to find out the distribution of earth stress due to embankment load on Plaxis 2D? I am planning to install a PVD, where the regulations in my country recommend that the PVD must be installed at a depth of soil that…

Hey all, I have issue extracting results from the output Plaxis 2D: trying to extract vertical stresses under a foundation, I have chosen stress points very close to the base of the foundation. using the command: g_o.getcurveresults(g_o.Stresspoints…

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

Hi All, I am looking to extract shear strains from a model to compare with shear box test data and determine if my ground will be subject to any strain softening. I believe the output cartesian strain (gammaxy) is the shear strain I'm interested in…

Dear all, This is my first time asking a question here, but I have trouble creating a output script for my files to automate the reading of several of the resultant forces. The output is now made with the following script (see below). The problem…

Hi, I am using PLAXIS 3D to model embankments on columns. I made a line cross-section and measured cartesian vertical stresses along the centerline of the columns. But the table shows a wide range of values for an element. I am attaching a screenshot…

Hi, I am able to export the Output plot using Python code, per the guidance provided in this article. https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45549/export-and-format-plots-from-plaxis-output I tried out…

Hi, I am trying to model the loading of a steel plate placed on a dry sand bed and find the variation of the vertical stress with respect to the depth of the sand bed. I have conducted the same on the laboratory scale using a steel plate and placing…

Hello, What is the Python command for "close active project" in the Output? With "g_o.close()" I am closing all project plots and the Output, but I only want to close the plots and not the whole Output.

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…

Hi, I am trying to generate the outputs by python. However, the max and min value of the colour legend is always locked. How can I unlock it? Thanks,

Dear PLAXIS user, I'm trying to run a plastic calculation phase in PLAXIS 2D, but unfortunately I get a wrong load advancement (Sigma M_stage), it's negative! And the calculation fails with error ' Load advancement procedure fails. [Error code:…

Hi Everyone, I am a new plaxis user. I have problems with Plaxis which it worked fine for couple months. When I generated mesh, it worked ok. But somehow, when I wanted to view mesh and it pop up a plaxis output window, the window keep not responding…

How can I code the following lines in Python for Plaxis 2D (2018)? Thank you. _selectmeshpoints /output addcurvepoint "Node" (1.4 0.0)

Hi, by displaying the principal stresses of a line cross section in the middle of a cut off wall an irregular peak of stress keeps showing. The Plaxis Reference suggests adding interfaces to solve the problem of stress oscilations at the corners of…

PLAXIS output program is not working. I have to select points for curves but I cant because the output program is not working. Solution?

The PLAXIS 3D OUTPUT provided the options to make the contour graph of accumulation of stress. How can I get the increment of stress in a certain phase. If there is any method, Please let me know. Thanks.

Hello; Actually, i have been wondering that;I ge the results for hgt like this : Hgt=g_o.getresults(g_o.Phases[-1], g_o.ResultTypes.Soil.HydraulicGradientTot, 'node') I could read the results on hgt but i could not set any result in the list like…

I have a problem with "Plaxis 3D output V20" Line Cross Section results as you can see in the picture attached, the Maximum effective stress differs from either table or graph, and there is a huge gap between them. I'm so confused right now and I…