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…

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…

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;…

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…

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…

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…

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…

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…

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…

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…

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…

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…

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…

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…

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…

This section contains an overview of the PLAXIS User Defined Soil Models (UDSM). Barcelona Basic Model - PLAXIS UDSM The Barcelona Basic model (BBM) is now available in PLAXIS! It can be used for unsaturated soil, suction, and collapse behaviour…