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PLAXIS
UDSM
anisotropic
anisotropic behaviour
Clay
concrete
creep
dynamics
Geotechnical Analysis
Hardening Soil
Interface
liquefaction
PLAXIS 2D
PLAXIS 3D
plx-udsm
rock
shansep
shotcrete
soft soil
soft soil creep
swelling
tension cut-off
UBC
UBC Sand
UBCSand
UD
User defined soil model
PM4Silt - PLAXIS UDSM
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
floating windfarm anchor pile
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
Fluid - PLAXIS UDSM
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
Tensile cutoff in UDSM
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
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
Masonry - PLAXIS UDSM
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
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
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
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
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
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
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
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
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
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
SHANSEP MC model - PLAXIS UDSM
Felipe Fonseca
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 13 September 2016 Date modified 13 September 2016 The SHANSEP MC model (Stress History and Normalized Soil Engineering Properties) constitutes…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Hypoplastic model with inter-granular strain - PLAXIS UDSM
Felipe Fonseca
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Swelling Rock Model - PLAXIS UDSM
Felipe Fonseca
Application PLAXIS 2D Version PLAXIS 2D Date created 10 February 2014 Date modified 10 February 2014 The Swelling Rock model is a user-defined model that can be used to simulate the time-dependent anisotropic swelling…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Visco-elastic perfectly plastic model - PLAXIS UDSM
Felipe Fonseca
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 17 October 2013 Date modified 17 October 2013 The visco-elastic perfectly plastic model is a simple and robust model that can be used to model…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Barcelona Basic Model - PLAXIS UDSM
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2023.1 Date created 02 Nov 2019 Date modified 03 Apr 2023 The Barcelona Basic model (BBM) is a Cam-Clay type effective stress model for the behaviour of unsaturated…
5 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Modelling Swelling Rock Behaviour in Tunnelling
Stefanos Papavasileiou
Application PLAXIS 2D Version PLAXIS 2D Original Author B. Schädlich, H. F. Schweiger, T. Marcher Date created 25 June 2013 Date modified 23 June 2022 Although a great amount of practical experience has…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
On the Use of the ShotCrete UDSM for Modelling Concrete
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D 2016 Original Author R. Witasse Date created 22 August 2016 Date modified 22 August 2016 Introduction The aim of the report is to evaluate the applicability of…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Memory usage in dynamic calculations
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 28 April 2014 Date modified 28 April 2014 A dynamic calculation will use more RAM memory than a static (Plastic) analysis of the same model…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
PLAXIS Soil model numbers in command line
Stefanos Papavasileiou
Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 01 November 2013 Date modified 24 January 2022 Original author Micha van der Sloot For PLAXIS 2D or 3D CONNECT edition V22, in…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Tension cut-off in interfaces for User Defined Soil Models
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2013 Date modified 23 July 2013 When defining a User Defined Soil Model in the material database, all the parameters describing the…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
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