newest_plot = g_o.Phases[-1] newest_plot.ResultType = g_o.ResultTypes.Plate.Utot newest_plot.PlotType = 'shadings' image_wrapper = newest_plot.export(2048, 1200) For an example I have a plot like this, Is it possible to make it zoom in or out to make…

If I am not wrong, until version 2023.1, I could access the Plate Material ID through Python using the g_o.ResultTypes.Plate.MaterialID syntax. My goal is to obtain the names of plates and their corresponding plate materials for each phase (in Output…

Hi all, Please explain what these options will do in the results? Thanks.

Dear all, I'm trying to run some batch calculations in a number of machines using the python-Plaxis wrapper. I have configured both input and an output ports for the machines to communicate with the Plaxis server. However, when writing the output, the…

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…

Dear Ladies and Gentlemen! Is there a way to get the rotation of triangles of a mesh (single mesh element)? I have dummy plates with low stiffness to evaluate the deformation of shallow foundations (slab) from different buildings above a NAT-Tunnel…

Hi all, I found this Plaxis 2D output from a paper but don't know how to get it {symbols on the plot seem to be principle stress plots but the results only show along the failure plane (basal heave)}. Anyone, please help to explain me how to get it…

Hello everyone, Is there any pythonic way to deal with generating report? Thank you.

I am using plaxis 3d to model geocell under static loading i.e plate load test. I want to analyze the effect of pocket shape of geocell in the numerical modeling, hence i make 2 different scenarios, i.e. real shape geocell and diamond shape geocell…

How could I obtain the type of the plastic points of the udsm ISO-JRMC model as shwon in M. Stelzer (2015) - Numerical Studies on the PLAXIS Jointed Rock Model , Master Thesis, TU Graz. (see figure a). When I applied the ISO-JRMC model the type of the…

Hi, I tried to simulate triaxial test in PLAXIS 2D using simple axisymmetric model with Creep-SCLAY1S model. Specifically, I tried to mirror the one test that provided in "PLAXIS The Creep-SCLAY1S model 2018.pdf". However, when I use different strain…

Dear All, Thanks for your help in advance. I am working on mapping the color shown in the output page to the actual represented values (stress or strain), under the guidance of the color bar at the right hand side. The first thing I need to know is…

Hi, In the table output of interface stresses there are two options 'node values' and 'stress point values'. Which one should be used to extract stresses? Do interface has stress points as well? The status of the points show failure or failure…

Hello, I was simulating the slope under the dynamic condition to assess the displacement under dynamic loading, during the calculation phase the curve shows there is variation in displacement with time but when it appears in the graph, that shows up a…

Hi all, is there a way in Python to get whether an item is active in the phase? purpose: looping through the phases and read the data out of every interface/plate active in that phase. something like: for fase in g_o.Phases[:]: for Interfa…

Hi, I want to set automatic values in the legend for OUTPUT using Plaxis Python. I tried this: g_o.Plots[- 1 ].LegendSettings.MinValue.Automatic = True g_o.Plots[- 1 ].LegendSettings.MaxValue.Automatic = True it doesn't give any error, but also…

Hi Everyone, Thanks for the help in advance!! I understand the plastic failure point means the soil element is currently at the failure envelop and it could disappear in the next calculation step if unloading occurred. However, I figured there…

Hi All, just a suggestion of improvement: it would be nice to be able to create and edit annotations for plots within python. Example: deformation plot and an annotation of the corresponding Msf value.

hello. I want to ask, previously at this time I was modeling soil improvement using the PVD method with preloading, but when I saw the pore water pressure output in the middle of the soft clay layer the result was like this. if it's like this why is my…

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…