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PLAXIS | SOILVISION Wiki Ground response analysis in case of linear soil
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    Ground response analysis in case of linear soil

    Application PLAXIS 2D
    PLAXIS 3D
    Version PLAXIS 2D
    PLAXIS 3D
    Date created 03 January 2013
    Date modified 03 January 2013

    This document describes an example that has been used to verify that the natural frequency of a vibrating dam, fixed at the base, is calculated correctly in PLAXIS.

    Used version:

    • PLAXIS 2D: 2018.00 | 2016.01 | 2015.02
    • PLAXIS 3D: 2018.00 | 2016.01 | AE.01

     This requires a Dynamics module.

    Downloads

    • Validation - Ground response analysis in case of linear soil [2018].pdf
    • Validation - Ground response analysis in case of linear soil [2D 2018.00].p2dxlog (command log file) Use Save as... to store
    • Validation - Ground response analysis in case of linear soil [3D 2018.00].p3dlog (command log file) Use Save as... to store
    • GROUND RESPONSE ANALYSIS IN CASE OF LINEAR SOIL.pdf

    See also

    Ground response analysis

    [Publications]

    • Plaxis 3D
    • response
    • dynamic
    • PLAXIS
    • dynamics
    • Deepsoil
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:34 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 24 2019 6:14 AM
    • Revisions: 3
    • Comments: 0
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