User Defined Soil Models - PLAXIS


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.
Creep-SCLAY1S - PLAXIS UDSM
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.
Frozen and Unfrozen Soil Model - PLAXIS UDSM
Generalized Hardening Soil Model - PLAXIS UDSM
Hoek-Brown model with softening - PLAXIS UDSM
PLAXIS User-defined soil model to simulate rock material following Hoek-Brown including post-peak softening behaviour
Hypoplastic model with inter-granular strain - PLAXIS UDSM
Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM
Masonry - PLAXIS UDSM
PLAXIS Masonry model: a linear elastic perfectly plastic model aimed to simulate macroscopic, anisotropic response of unreinforced masonry structures
N2PC-Salt and N2PC-MCT - PLAXIS UDSM
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)
OC-Clay - PLAXIS UDSM
PLAXIS OC-Clay: A Constitutive Model for Overconsolidated Clay based on the Hardening State Parameter
PM4Sand - PLAXIS UDSM
A model for material behavior of sands in dynamic loading, including the pore pressure generation, liquefaction and post-liquefaction phenomena
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!
SANISAND-MS - PLAXIS UDSM
The SANISAND-MS is now available in PLAXIS! It can be used to simulate the cyclic ratcheting of sands.
SHANSEP MC model - PLAXIS UDSM
SHANSEP NGI-ADP model - PLAXIS UDSM
Swelling Rock Model - PLAXIS UDSM
Visco-elastic perfectly plastic model - PLAXIS UDSM