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PLAXIS | SOILVISION Wiki Bi-axial test with Mohr-Coulomb model
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    Bi-axial test with Mohr-Coulomb model

    Application PLAXIS 2D
    PLAXIS 3D
    Version PLAXIS 2D
    PLAXIS 3D
    Date created 06 November 2012
    Date modified 06 November 2012

    This document describes an example that has been used to verify the elasto-plastic deformation capabilities according to the linear-elastic perfectly-plastic Mohr-Coulomb model of PLAXIS. The problem involves axial loading under biaxial test conditions.

    Used version:

    • PLAXIS 2D: 2018.00 | 2016.01 | 2015.00
    • PLAXIS 3D: 2018.00 | 2016.00 | AE.00

    Downloads

    • Validation - Bi - axial compression test with Mohr - Coulomb model [2018].pdf
    • Validation - Bi - axial test with Mohr - Coulomb model - 2D2018.p2dxlog (command log file) Use Save as... to store
    • Validation - Bi - axial test with Mohr - Coulomb model - 3D2018.p3dlog (command log file) Use Save as... to store

    See also

    Mohr-Coulomb

    [Models]


    Bi-axial shearing test with Linear Elastic model

    [Verifications]


    Bi-axial test with Linear Elastic model

    [Verifications]


    Triaxial test with Hardening Soil model

    [Verifications]

    • bi-axial
    • PLAXIS 3D
    • soil model
    • theoretical
    • PLAXIS
    • Mohr-Coulomb
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:24 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 24 2019 6:13 AM
    • Revisions: 3
    • Comments: 0
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