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  • Python is interface/plate/anchor active?

    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…

  • set automatic values in Legend for OUTPUT using Plaxis Python

    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…

  • Plastic Point and Plastic History Point

    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…

  • PLAXIS Output Viewer CE V22.02 Release notes

    New in PLAXIS 2D/3D Output Viewer CONNECT Edition Version 22 - Update 2 Release: October 2022 The PLAXIS 2D/3D Output Viewer CONNECT Edition V22 - Update 2 contains the following improvements and updates compared to PLAXIS Output Viewer CONNECT…

  • How to extract steel design results for all members using OpenSTAAD functions

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: OpenSTAAD Subarea: Steel Design Result Original Author: Bentley Technical Support Group …

  • create annotations in an output in plaxis2D by python

    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.

  • Structural results in tables and curve plots

    Application PLAXIS 2D PLAXIS 3D Version CONNECT Edition V20 and later Date created 19 September 2022 Date modified 19 September 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Description…

  • water pore pressure

    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…

  • overburden pressure in plaxis 3D

    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.

  • distribution of earth stress

    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…

  • "wrong" stresses extracted from stressponts if compared to the viewer

    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" ?

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

  • Shear Strain vs Deviatoric Strain

    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…

  • Output reading Plaxis 3D embedded beams with Python

    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…

  • PLAXIS Output Viewer CE V22.01 Release notes

    New in PLAXIS 2D/3D Output Viewer CONNECT Edition Version 22 - Update 1 Release: May 2022 The PLAXIS 2D/3D Output Viewer CONNECT Edition V22 - Update 1 contains the following improvements and updates compared to PLAXIS Output Viewer CONNECT Edition…

  • Variation in stress values in an element

    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…

  • References in Steel Code Check from RAM Elements

    Hello, I am unsure where the output is referencing these highlighted below. I don't understand what "Table 4.1a.Case1" or "Cl.E3" references to. The references to Eq. E3-4 are in the appendix of the steel manual. But I can't find the others.

  • Some Input tables and Output results may not consider project units in PLAXIS CONNECT Edition V22 [V22.01]

    Application PLAXIS 2D PLAXIS 3D Issue status Solved First Affected Version PLAXIS 2D CONNECT Edition V22.00 PLAXIS 3D CONNECT Edition V22.00 Found in Version PLAXIS 2D CONNECT Edition V22.00 PLAXIS 3D CONNECT Edition V22.00 …

  • Python - ResultType and PlotType

    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…

  • InputSettings object in Output

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition PLAXIS 3D CONNECT Edition Date created 30 March 2022 Date modified 30 March 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group…

  • Finding vertical stress inside the soil.

    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…

  • What difference between support load/displacement and displacement?

    Hello, I just found that the displacement in results between support load and displacement is the same at the point where has the guide support with a gap. I notice it in GRTP case. That means whether the support and the pipe move together, However…

  • Nested IFF statement not outputting correctly.

    I have the below IFF statement meant to control the width of the Soil Description column in my boring log. <<IIf(<<HasData(<<UVOST_SCREENING2.SIGNATURE TYPE>>)>> AND <<HasData(<<PID_SCREENING.Concentration>>)>> AND <<HasData(<<WELL_DETAILS.Well_ID>…

  • Outputting query results visually (eg as site plans)

    I have a site with a large number of boreholes and I need to assess the depth to a certain SPT value at each borehole across the site to zone it. Is it possible to create a query to identify the depth at each point and output this as a the labels on a…

  • How to get elevation values to decrease with depth, not increase.

    Hi, in the output the elevation depths increase with depth, not decrease. Can someone please advise how to address this / instruct the report design ?
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