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GeoStudio | PLAXIS Wiki Hypoplastic model with inter-granular strain - PLAXIS UDSM
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    Hypoplastic model with inter-granular strain - PLAXIS UDSM

    Application PLAXIS 2D
    Version PLAXIS 2D
    Date created 02 May 2011
    Date modified 15 Sep 2020

    Sand hypoplasticity is an advanced incrementally non-linear constitutive model, an outcome of extensive research at Karlsruhe University in 1990’s. It incorporates pressure- and density-dependency of soil behaviour. Its response has been validated using a number of single and finite element simulations of various geotechnical problems. When combined with the so-called intergranular strain concept, it is capable of predicting small strain stiffness degradation and cyclic loading effects.

    The Hypoplastic model is available as a user-defined soil model Dynamic Link Library (DLL). This DLL can be obtained from and is supported by Plaxis. However, Plaxis does not accept any responsibility when using this DLL. Hence, the user needs to validate the results obtained from this model by him/herself.

    With the release of PLAXIS 2D/3D CONNECT Edition V20 Update 1 (January 2020), the PLAXIS User Defined Soil models are delivered with the PLAXIS installation. When enabling the Geotechnical SELECT Entitlement [GSE] when starting the PLAXIS application, this model becomes available in the Parameters tab when selecting "User-defined" for the Material model.

    For more information on Hypoplasticity:

    RN Dr. David Masin, M.Phil. Ph.D.
    Faculty of Science
    Charles University
    Albertov 6, 128 43 Prague 2
    Czech Republic
    Tel: +420-2-2195 1552
    Fax: +420-2-2195 1556
    e-mail: masin@natur.cuni.cz

    PD Dr.-Ing.habil. P.-A. von Wolffersdorff
    BAUGRUND DRESDEN Ingenieurgesellschaft mbH
    Kleistkarree - Kleiststraße 10a
    01129 Dresden
    Germany
    Tel: +49 (0) 351 8241 350
    Fax: +49 (0) 351 8030 786
    e-mail: wolffersdorff@baugrund-dresden.de

    Downloads

    PLAXIS implementation of hypoplasticity (2010, Dr. David Masin, M.Phil. Ph.D)

    See also

    Constitutive Modelling and Parameter Determination

    [Publications]


    64 bit User Defined Soil model

    [Tips and Tricks]


    How to use a user defined soil model in PLAXIS

    [Videos]


    Plaxis User Defined Soil Models

    [Models]

    • hypoplasticity
    • UDSM
    • PLAXIS
    • plx-udsm
    • PLAXIS 2D
    • User defined soil model
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Mon, Dec 23 2019 11:47 AM
    • Felipe Fonseca Last revision by Bentley Colleague Felipe Fonseca
    • When: Thu, Oct 13 2022 5:14 AM
    • Revisions: 5
    • Comments: 0
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