• Formulations used for the HSS constitutve model

    Juan Valdivia
    Juan Valdivia
    Hi all, I am trying to recreate the stress-strain curves from the HSS formulation to have a better understanding about the calibration process. I am using the following formulation as displayed in the "Material Models" manual: Nevertheless, this…
    • Answered
    • 10 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Strange graph with soil test in the simulation of a UU triaxial test with the HS model

    Melissa Urey Soliz
    Melissa Urey Soliz
    Hello everyone, I wanted to ask about the simulation of unconsolidated undrained triaxial tests in the "soil test" module: We entered a value of zero or close to zero in the " σ' xx" box (to simulate non-consolidation), then entering the other parameters…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Small overlaps curves message in SoilTest optimisation

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition PLAXIS 3D CONNECT Edition Date created 28 July 2022 Date modified 28 July 2022 Original author Viviana Gonzalez - Bentley Technical Support Group …
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • SoilTest is not working

    Mihimal Kadurugamuwa
    Mihimal Kadurugamuwa
    Hi, I have a PLAXIS 2D ultimate license (version 22.01.00.452). But when I tried SoilTest function in PLAXIS, it provided me with the following suggestions? Does anyone know the reason for this? Thanks and regards, Mihimal.
    • Answered
    • 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
  • 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
  • PLAXIS SoilTest - CRS

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 11 April 2013 Date modified 11 April 2013 In a Constant Rate of Strain test (CRS test), we can gradually apply a load to a soil model by…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • SoilTest: Parameter Optimisation

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 13 June 2013 Date modified 13 June 2013 With the Parameter Optimisation function in PLAXIS SoilTest, it is possible to optimise estimated soil parameters towards…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS SoilTest - General test

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 15 April 2012 Date modified 15 April 2012 The general soil test can be used as a customisable soil test mode. The user can define arbitrary…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS SoilTest - Triaxial

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 16 November 2012 Date modified 16 November 2012 With the triaxial test we can test soil properties while controlling the stresses applied…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS SoilTest - Oedometer

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 03 April 2013 Date modified 03 April 2013 With the oedometer test we can define a one-dimensional compression test for soil models.
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS SoilTest - DSS

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 12 April 2013 Date modified 12 April 2013 The Direct Simple Shear, DSS, test can be used to determine the shear strength of a soil model…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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