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User Defined Soil Models - PLAXIS

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

PLAXIS comes now with a constitutive model specifically created to simulate the effects of free water on water-retaining structures and quay walls.
PLAXIS User-defined soil model to simulate rock material following Hoek-Brown including post-peak softening behaviour
PLAXIS Masonry model: a linear elastic perfectly plastic model aimed to simulate macroscopic, anisotropic response of unreinforced masonry structures
NorSand: An elasto-plastic model for soil behaviour with static liquefaction Now available in PLAXIS 2D and PLAXIS 3D (CE Version 21)
PLAXIS OC-Clay: A Constitutive Model for Overconsolidated Clay based on the Hardening State Parameter
A model for material behavior of sands in dynamic loading, including the pore pressure generation, liquefaction and post-liquefaction phenomena
The PM4Silt model is now available for PLAXIS 2D CONNECT Edition V21.It will be installed with the latest version of PLAXIS 2D!
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