• UDSM Interface stiffness from Eoed

    Georgios Christopoulos
    Georgios Christopoulos
    Hi all, In the manual it is mentioned that, when using a UDSM, the interface stiffness must be specified by the user in the form of a power law with Eoedref along with UD-pref and UD-Power. How does plaxis utilize this information? Does it use it to assign…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • user-defined models in plaxis

    Artyom Sverbaev
    Artyom Sverbaev
    Hello Everyone! Currently I'm trying to figure out how does work example programs from this topic: https://communities.bentley.com/products/geotech-analysis/w/wiki/45468/creating-user-defined-soil-models After several tries I've downloaded and started…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PM4Sand model - manual setting of the parameter h0

    Andrea Balia
    Andrea Balia
    Good morning, Is it possible to set manually the value of the parameter h0 for the PM4Sand model? The value is computed internally with equation 2.31 of the PM4Sand model manual. Thank you in advance, Andrea Balia
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • floating windfarm anchor pile

    Rabah BELOUAD
    Rabah BELOUAD
    Hello, Please, i'm BELOUAD Rabah, student in M2 Geosciences of energy at Paris Cergy University. I'd like use Plaxis to design the anchor pile of floating windfarm for my master thesis but i didn't use it before, if someone could help me in this…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • User Defined Soil Model not recognized by plaxis

    Alexia Regine Costa Silva
    Alexia Regine Costa Silva
    I'm trying to implement a new model in plaxis and I'm using the visual studio to code with the compiler Intel Parallel studio XE. The program was working well with my *dll. However, my licence of Intel Parallel studio XE expired and I needed to switch…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How to program the user-defined soil model into DLL file in non FORTRAN language?

    Kang Cheng
    Kang Cheng
    I don't know,I even can't programm the data in fortran.
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Creep-SClayS1 for c-phi material ?

    YH
    YH
    Dear sir, Can we use Creep-SClayS1 to model c-phi material or sand ? Thank you. Vince
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • error in strain calculation

    nasim aftahi
    nasim aftahi
    Hello everyone I implemented a unified dynamic soil model, but PLAXIS doesn't calculate any strains, and it prints zero (or some times NaN amounts) into a text file. this problem also causes it doesn't draw any plots in soil test section. I'd like to…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • dll file does not show in selection module

    Jesse Pennock
    Jesse Pennock
    For a project I received a UDSM file and I tried to load it into plaxis 2D. I loaded it in to the udsm folder; C:\Program Files\Bentley\Geotechnical\PLAXIS 2D CONNECT Edition V20\udsm however the specific .dll file does not show up in my DLL selection…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Fluid - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V21 PLAXIS 3D CONNECT Edition V21 Date created 25 January 2021 Date modified 25 January 2021 With the release of PLAXIS 2D/3D CONNECT Edition V21…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PM4Silt - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D CONNECT Edition V22.02 Date created 25 January 2021 Date modified 12 October 2022 With the release of PLAXIS 2D/3D CONNECT Edition V21, a new User Defined Soil Model is introduced…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • UDSM for Interfaces

    Jan Derksen
    Jan Derksen
    Dear Plaxis/Bentley community, we are working on soil-geogrid interaction and want to apply user-defined properties to the interface via a UDSM. The overall goal is to update the shear stiffness of the interface elements in each calculation step depending…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Tensile cutoff in UDSM

    Rebecca Shepherd
    Rebecca Shepherd
    I am attempting to model a joint between two tunnel sections. The joint's compressive behaviour can be approximated as a tri-linear elastic. I have created (and tested) a UDSM with tri-linear properties and that seems to works. However, because the…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • SHANSEP NGI-ADP model - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 17 January 2020 Date modified 17 January 2020 The SHANSEP NGI-ADP model is an advanced…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • NGI-ADP-S model in PLAXIS CE V20.01

    Rushan Gizzatullin
    Rushan Gizzatullin
    Dear Support Team , In PLAXIS CONNECT Edition V20.01 (Update 1) we can see a new UDSM model NGI-ADP-S: Unfortunately, we cannot find the description of this model neigher at plaxis.com nor at communities.bentley.com. Could you please inform us…
    • Answered
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Masonry - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 The masonry model (Amorosi et al., 2015;…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • OC-Clay - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 A Constitutive Model for Overconsolidated…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Hoek-Brown model with softening - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 Hoek & Brown (HB) failure criterion…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Concrete model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 October 2018 Date modified 09 October 2018 The Concrete model was initially developed as a user defined soil model (called Shotcrete model…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • N2PC-Salt and N2PC-MCT - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 28 January 2019 Date modified 12 October 2022 Rock, especially rock salt, exhibits time-dependent behaviour. Creep of rock and rock salt is…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Creep-SCLAY1S - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 22 August 2018 Date modified 21 September 2020 The Creep-SCLAY1S model is capable of simulating the anisotropic and rate-dependent behaviour…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 15 September 2014 Date modified 15 September 2014 The Jointed Rock model with overall Mohr-Coulomb failure criterion (Iso-JRMC) has been developed…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • UBCSAND3D Model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 March 2018 Date modified 23 March 2018 The Plaxis Liquefaction Model (UBC3D-PLM) is a full 3D implementation of the UBCSAND model by P. Byrne…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Frozen and Unfrozen Soil Model - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 24 November 2016 Date modified 24 November 2016 The Frozen and Unfrozen Soil model constitutes a soil model implemented in PLAXIS, capable of describing the mechanical…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Generalized Hardening Soil Model - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 10 April 2015 Date modified 07 October 2020 It is observed in simulations of excavation projects using the Hardening Soil model (or HS small…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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