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GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki User Defined Soil Models - PLAXIS
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    • -Geotechnical Analysis Wiki
      • +GeoStudio
      • -PLAXIS
        • +Software and License - PLAXIS
        • +Documentation - PLAXIS
        • +API / Python scripting - PLAXIS
        • +Known issues - PLAXIS
        • -Models - PLAXIS
          • +Soil models - PLAXIS
          • -User Defined Soil Models - PLAXIS
            • Barcelona Basic Model - PLAXIS UDSM
            • Creep-SCLAY1S - PLAXIS UDSM
            • Fluid - PLAXIS UDSM
            • Frozen and Unfrozen Soil Model - PLAXIS UDSM
            • Generalized Hardening Soil Model - PLAXIS UDSM
            • Hoek-Brown model with softening - PLAXIS UDSM
            • Hypoplastic model with inter-granular strain - PLAXIS UDSM
            • Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM
            • Masonry - PLAXIS UDSM
            • N2PC-Salt and N2PC-MCT - PLAXIS UDSM
            • NorSand - PLAXIS UDSM
            • OC-Clay - PLAXIS UDSM
            • PM4Sand - PLAXIS UDSM
            • PM4Silt - PLAXIS UDSM
            • SHANSEP MC model - PLAXIS UDSM
            • SHANSEP NGI-ADP model - PLAXIS UDSM
            • Swelling Rock Model - PLAXIS UDSM
            • Visco-elastic perfectly plastic model - PLAXIS UDSM
          • +User Defined Soil Models
        • +Tips and Tricks
        • +Publications
        • +Videos - PLAXIS
      • +PLAXIS Monopile Designer
      • +PLAXIS LE
      • +SOILVISION
      • +Geotechnical SELECT Entitlements [GSE]
      • +Subscription Entitlement Service

     
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    User Defined Soil Models - PLAXIS

    This section contains an overview of the PLAXIS User Defined Soil Models (UDSM).

    Barcelona Basic Model - PLAXIS UDSM
    • wetting
    • collapsible soil
    • PLAXIS 2D
    • tags:
    Creep-SCLAY1S - PLAXIS UDSM
    • structured clay
    • soft soil creep
    • soft soil
    • creep
    • clay
    • anisotropy
    • anisotropic behaviour
    • anisotropic
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    Fluid - PLAXIS UDSM
    PLAXIS comes now with a constitutive model specifically created to simulate the effects of free water on water-retaining structures and quay walls.
    • water
    • reservoir
    • liquid
    • fluid
    • dynamics
    • tags:
    Frozen and Unfrozen Soil Model - PLAXIS UDSM
    • unfrozen
    • thm
    • permafrost
    • ntnu
    • ice
    • ground freezing
    • frozen
    • freezing
    • PLAXIS 2D
    • tags:
    Generalized Hardening Soil Model - PLAXIS UDSM
    • jardine
    • hardening soil
    • excavation
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    Hoek-Brown model with softening - PLAXIS UDSM
    PLAXIS User-defined soil model to simulate rock material following Hoek-Brown including post-peak softening behaviour
    • softening
    • rock
    • jiang
    • hoek-brown
    • hoek
    • brown
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    Hypoplastic model with inter-granular strain - PLAXIS UDSM
    • hypoplasticity
    • PLAXIS 2D
    • tags:
    Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM
    • rock
    • mohr-coulomb
    • jointed rock
    • isotropic
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    Masonry - PLAXIS UDSM
    PLAXIS Masonry model: a linear elastic perfectly plastic model aimed to simulate macroscopic, anisotropic response of unreinforced masonry structures
    • unreinforced masonry
    • masonry
    • anisotropic jointed rock
    • anisotropic
    • amorosi
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    N2PC-Salt and N2PC-MCT - PLAXIS UDSM
    • thermal
    • temperature dependent
    • salt
    • rock salt
    • rock creep
    • rock
    • n2pc-mct
    • n2pc
    • creep rate
    • creep
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    NorSand - PLAXIS UDSM
    NorSand: An elasto-plastic model for soil behaviour with static liquefaction Now available in PLAXIS 2D and PLAXIS 3D (CE Version 21)
    • norsand
    • liquefaction
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    OC-Clay - PLAXIS UDSM
    PLAXIS OC-Clay: A Constitutive Model for Overconsolidated Clay based on the Hardening State Parameter
    • vukicevic
    • overconsolidation
    • oc
    • jockovic
    • hasp
    • clay
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    PM4Sand - PLAXIS UDSM
    A model for material behavior of sands in dynamic loading, including the pore pressure generation, liquefaction and post-liquefaction phenomena
    • ubcsand
    • ubc sand
    • ubc
    • post liquefaction
    • pm4sand
    • pm4
    • liquefaction
    • earthquake
    • dynamics
    • dynamic
    • PLAXIS 2D
    • tags:
    PM4Silt - PLAXIS UDSM
    The PM4Silt model is now available for PLAXIS 2D CONNECT Edition V21.It will be installed with the latest version of PLAXIS 2D!
    • pm4silt
    • liquefaction
    • dynamics
    • PLAXIS 2D
    • tags:
    SHANSEP MC model - PLAXIS UDSM
    • undrained behaviour
    • undrained
    • shansep
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    SHANSEP NGI-ADP model - PLAXIS UDSM
    • undrained behaviour
    • shansep
    • PLAXIS 3D
    • PLAXIS 2D
    • NGI-ADP
    • tags:
    Swelling Rock Model - PLAXIS UDSM
    • swelling
    • rock
    • clay
    • PLAXIS 2D
    • tags:
    Visco-elastic perfectly plastic model - PLAXIS UDSM
    • viscous
    • time-dependent
    • PLAXIS 3D
    • PLAXIS 2D
    • tags:
    • PLAXIS 3D
    • UDSM
    • 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: Tue, Dec 17 2019 11:14 AM
    • Stefanos Papavasileiou Last revision by Bentley Colleague Stefanos Papavasileiou
    • When: Thu, Oct 13 2022 5:04 AM
    • Revisions: 7
    • Comments: 0
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