• How to validate a material via the GUI and command line

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Introduction…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • the installationeffect of stone columns

    selma bahi
    selma bahi
    Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Soil interface parameters

    Eleni Smyrniou
    Eleni Smyrniou
    Hello, I wanted to know if there is a way to see the soil interface parameters in the results of Plaxis. Because after applying the Rinter variable of a soil I cannot see the "new" parameters that are assigned to the interface material. Regards…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • The E50 in the hardening soil model(HS)when using the "soiltest" in PLAXIS 2D is different from the input value

    思源 周
    思源 周
    Dear all, When using “Triaxial test” of the “soiltest” option together with the hardening soil model in PLAXIS 2D, input the parameters as Figure 1 and get the parameter E50 from Figure 2 according to the definition in Figure 3, then it can be found…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Error 111

    Sean Osborne
    Sean Osborne
    Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Exporting Data to Excel

    Sean Osborne
    Sean Osborne
    I have selected points for curves for the analysis of an imposed displacement on a soil mass. I have ran the simulation. I now would like to export the data for the force in the y direction and the and the displacement of the soil at one of the selected…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Sekiguchi-Ohta viscid _Input parameter

    Ahmad Jazzar
    Ahmad Jazzar
    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…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Initial void ratio, einit and Cc, Cr value

    Nitharshan
    Nitharshan
    Hi all, In Plaxis, the term initial void ratio is defined as eo or the void ratio represent the OBP of the soil? I think it should be eo as consolidation settlement equation relating Cc and Cr depends on the eo, therfore Is any way to calculate…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Dilatancy

    Nitharshan
    Nitharshan
    Hi all, Please check whether my understanding is correct under this topic and if I'm wrong or missed points, provide the explanation, thanks. For the medium dense to dense soil, due to the shearing effect particle will expand which result in the…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How parameters interconnected with deformation and forces of the structures in the soil

    Nitharshan
    Nitharshan
    Hi all, Can anyone explain how each soil parameter like stiffness parameters, strength parameters etc affect the structure deflection and forces with some explanations (if you have good source also please share) as i need to understand these things…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Influence zone in deep excavation

    Nitharshan
    Nitharshan
    Hi all, Anyone, please tell how to estimate the influence zone during the deep excavation (this helps to check whether the surrounding buildings affect or not and then can do impact assessment). I got these details from one paper. Thanks.
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Base de données - Soil layer dataset

    Froger Thibaut
    Froger Thibaut
    Bonjour a tous, Je dois modéliser un forage traversant des zones meubles - sols superficiels & Terre végétale donc aucun pressiometre et autre analyse n'a été effectué (donc sans aucune donnée). Avez-vous une base de données "type" pour certaines…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How to prevent two polygons from merging as same soil/material in python API? Seems that when you add a different polygon on top of an already existing polygon, Plaxis automatically assigns a soil material of the polygon underneath?

    Tom Channell
    Tom Channell
    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…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Setting the material of a soil with command line

    Tomasz Daktera
    Tomasz Daktera
    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…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • SET MATERIAL

    EMRE DUMLU
    EMRE DUMLU
    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
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Python material setproperties

    G.J. Kiers
    G.J. Kiers
    Hi all, I am diving into the creation of PLAXIS 2D models using Python. I have some experience with the scripting engine and have read and studied the material provided by the commands reference. I am stuck creating soil materials in my Python script…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Is it possible to model randomly oriented, short, discrete fiber reinforced clay soil using Plaxis 2D?

    Akhila Palat
    Akhila Palat
    Hello All I am interested in developing a numerical model to show the behavior of a randomly oriented, discrete fiber-reinforced clay soil when subjected to loading. I have used Plaxis 2D for modeling geotextile reinforced retaining walls. Would…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Using the PLAXIS Coupling Tool

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 May 2017 Date modified 04 May 2017 This video explains how to use the PLAXIS Coupling tool to set up coupled soil-structure interaction analysis between…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS SoilTest

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 May 2011 Date modified 09 May 2011 SoilTest can be used to simulate real-life soil tests. We demonstrate how to gain better insight in…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Numerical simulation of a trial wall on expansive soil in Sudan

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author A. Abed Date created 14 November 2011 Date modified 24 October 2016 The expansive soil shows obvious volumetric changes under changing moisture conditions…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS Soil model numbers in command line

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 01 November 2013 Date modified 24 January 2022 Original author Micha van der Sloot For PLAXIS 2D or 3D CONNECT edition V22, in…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Workflow of PLAXIS 2D - 01: Soil mode

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 February 2014 Date modified 20 February 2014 This movie shows the usage of boreholes to create soil layers in PLAXIS 2D. Also, the import of CPT data to…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Prescribed displacements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D 2010.01 Date created 09 May 2011 Date modified 09 May 2011 The different uses of prescribed displacements are explained in this video. To demonstrate how to apply displacements…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Soil - Elastoplastic - verifications (PLAXIS)

    Micha van der Sloot
    Micha van der Sloot
    This section contains Verification and Validation references to show the correct implementation of plastic soil behaviour in PLAXIS 2D and PLAXIS 3D.
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Soil - Elastic - verifications (PLAXIS)

    Micha van der Sloot
    Micha van der Sloot
    This section contains Verification and Validation references to show the correct implementation of elastic soil behaviour in PLAXIS 2D and PLAXIS 3D.
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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