• Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D 2023.1 Original Title Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model Original Author A. Laera, T.A. Bui, S. Brasile Publication…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How Strain is converted into Displacement (Purpose is to find the initial value)

    Nitharshan
    Nitharshan
    Hi all, This may be the basic question but need to know that. Question => Strain is the change in the dimension over the initial one , so it is provided as the percentage or fraction. In Plaxis stress will be derived from the induced strain and the…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Effect of suction on soil strength, compressibility and slope stability

    Faseel Khan
    Faseel Khan
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2023.1 PLAXIS 3D 2023.1 Date created 8 May 2023 Date modified 8 May 2023 Original author Faseel Khan - Bentley Technical Support Group PLAXIS 2D and PLAXIS…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • OpenSSL vulnerability - not affecting PLAXIS 2D or PLAXIS 3D [Solved]

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status Solved First Affected Version PLAXIS 2D 2023.1 Found in Version PLAXIS 2D 2023.1 Fixed and Released in Version PLAXIS 2D 2023.2 Issue # 1149242 Date created 24 April…
    • 3 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS Automation

    Mariele Rodrigues
    Mariele Rodrigues
    Hello, Is PLAXIS API only available to those who have the SELECT ENTITLEMENT (SELECT) subscription? Regards, Mariele
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Plaxis 3D_How to model post-tension concrete slab that acts as permanent support for retention system?

    Bryan Zheng
    Bryan Zheng
    Hi All, I am working on the analysis job for an excavation work? So far I have proceeded to the completion of excavation that has been temporarily supported by struts? I am about to activate the ground floor level slab and deactivate the struts…
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Reached total force Fz not realistic

    xin Fang
    xin Fang
    As shown in the figure, the hollow cylinder, with a wall thickness of 0.4 m, is placed in the soil, and the prescribed displacement in the z direction is applied to its bottom to be +0.001 m. The resultant force Fz should be positive, but the result is…
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Critical slip surface in PLAXIS

    Mariele Rodrigues
    Mariele Rodrigues
    Hello, How can I find my critical slip surface in PLAXIS by SSR (shear strength reduction)? Regards, Mariele
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Some questions about the parameters of plate element

    xin Fang
    xin Fang
    I have the following three questions about the input of the plate's unit weight. (1) If the groundwater level is -0.5m, the model has two layers of soil, the depth of the first layer is 1m, γunsat=17, γsat=18, and the depth of the second layer is 2m…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • dynamic analysis of an earth dam

    Xaviera Valenzuela
    Xaviera Valenzuela
    Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • The related problems of controlled caisson

    xin Fang
    xin Fang
    As shown in the picture, I am simulating a suspended caisson, and I want to obtain a suspension force that will keep the caisson stationary at any depth. At present, my method is to add line displacement at the bottom of the caisson, but if I specify…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Deriving parameters for soil hardening model

    Teng Wai Vu
    Teng Wai Vu
    Hi all, I have a couple of questions related to some parameters that are required for the soil hardening model. I would appreciate it if you can provide some insight. 1. Stress dependent stiffness parameter m How do I actually derive it? I have…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • groundwater in API

    Mariele Rodrigues
    Mariele Rodrigues
    Hello I can do groundwater analysis in PLAXIS LE API?
    • Answered
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 2D 2023 - Limit Equilibrium Model converter - Version 0.9.16

    Micha van der Sloot
    Micha van der Sloot
    A Python script to convert any phase from PLAXIS 2D model to a Limit Equilibrium model for GeoStudio SLOPE/W Version 2023.1 PLAXIS 2D LE Version 21 It can also import GeoStudio 2022.1 and 2023.1 soil geometry. For full instructions. possibilities…
    • plaxis_lem_converter.V0.9.16.3_[2023.1].zip
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Files
  • Simulation of caisson excavation and subsidence process

    xin Fang
    xin Fang
    1. When I simulated the process of caisson excavation and subsidence, there would be a cycle process of excavation-sinking-excavation, which is embodied in plaxis3D as freezing the soil inside the caisson and changing the soil material at the position…
    • Answered
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Why my question does not appear when I ask?

    MUHAMAD AMIN AL SALAMAT
    MUHAMAD AMIN AL SALAMAT
    I sent you many questions but I could not see my questions in the list of questions.
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Free field boundary conditions for PLAXIS 2D: new improvements and recommendations for practical use

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS CONNECT Edition V22 Update 2 PLAXIS 2D 2023.1 Date created 20 March 2023 Date modified 20 March 2023 Introduction One of the greatest challenges in dynamic finite element analysis…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Error accumulation in Plaxis 2D models

    Puneet Rathi
    Puneet Rathi
    Does the error in a Plaxis 2D file keep accumulating and affect the results of another Plaxis 2D file that is developed using 'save as' from the parent Plaxis 2D model? I mean if I have a Plaxis 2D file that has been progressively "saved as" over months…
    • Answered
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Pseudo Static Analysis

    SANG LEE
    SANG LEE
    Hi there I have a question regarding the pseudo static analysis. As per the Plaxis's explanations below, it seems equivalent internal forces by the pseudo static analysis apply to the whole mesh. Does this mean that this applies to all elements (soils…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS LE doesn't start any module after model is picked or created.

    Almedin Husejnovic
    Almedin Husejnovic
    After the model is picked in a manager, the corresponding module doesn't start. I can check that the installation of program and dependencies went well. Is it an usual issue and is there a fix before I reinstall operating system. I can't really be…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 2D and 3D CE V22 approved for use in Hong Kong

    Micha van der Sloot
    Micha van der Sloot
    The Government of Hong Kong Special Administrative Region approved the PLAXIS 2D/3D CONNECT Edition V22 We are pleased to inform you that PLAXIS 2D and PLAXIS 3D CONNECT Edition Version 22 (CE V22) have been approved in Hong Kong on 28 September 2022…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • Live Webinar: Coffee Corner: Geotechnical Analysis - Combined analysis of Rapid Draw Down and slope stability in PLAXIS 2D

    Live Webinar: Coffee Corner: Geotechnical Analysis - Combined analysis of Rapid Draw Down and slope stability in PLAXIS 2D

    Matthan Sapp
    Matthan Sapp
    Title: Coffee Corner: Geotechnical Analysis - Combined analysis of Rapid Draw Down and slope stability in PLAXIS 2D Date: Tuesday, March 14, 2023 Time: 10:00 AM and 4:00 PM Central European Time Presenters: Faseel Khan, Vasileios Basas Registration…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • PLAXIS 3D Tutorial 09: Free vibration and earthquake analysis of a building

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 This example demonstrates the natural frequency of a long five-story building when subjected to free vibration and earthquake…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Unsaturated soil modelling with Barcelona Basic: using SoilTest

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2023.1 PLAXIS 3D 2023.1 Date created 09 March 2023 Date modified 09 March 2023 Use the suction option in SoilTest to replicate and simulate suction-controlled…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Cable reinforcements in PLAXIS Tunnel Designer

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D 2023.1 Date created 08 March 2023 Date modified 08 March 2023 With the release of PLAXIS 2D 2023.1, the tunnel designer has been updated to include the Cable bolt element…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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