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User Defined Soil Models - PLAXIS
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Soil models - PLAXIS
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User Defined Soil Models - PLAXIS
Barcelona Basic Model - PLAXIS UDSM
Creep-SCLAY1S - PLAXIS UDSM
Fluid - PLAXIS UDSM
Frozen and Unfrozen Soil Model - PLAXIS UDSM
Generalized Hardening Soil Model - PLAXIS UDSM
Hoek-Brown model with softening - PLAXIS UDSM
Hypoplastic model with inter-granular strain - PLAXIS UDSM
Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM
Masonry - PLAXIS UDSM
N2PC-Salt and N2PC-MCT - PLAXIS UDSM
NorSand - PLAXIS UDSM
OC-Clay - PLAXIS UDSM
PM4Sand - PLAXIS UDSM
PM4Silt - PLAXIS UDSM
SHANSEP MC model - PLAXIS UDSM
SHANSEP NGI-ADP model - PLAXIS UDSM
Swelling Rock Model - PLAXIS UDSM
Visco-elastic perfectly plastic model - PLAXIS UDSM
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User Defined Soil Models
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User Defined Soil Models - PLAXIS
This section contains an overview of the PLAXIS User Defined Soil Models (UDSM).
Barcelona Basic Model - PLAXIS UDSM
wetting
collapsible soil
PLAXIS 2D
tags:
Creep-SCLAY1S - PLAXIS UDSM
structured clay
soft soil creep
soft soil
creep
clay
anisotropy
anisotropic behaviour
anisotropic
PLAXIS 3D
PLAXIS 2D
tags:
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.
water
reservoir
liquid
fluid
dynamics
tags:
Frozen and Unfrozen Soil Model - PLAXIS UDSM
unfrozen
thm
permafrost
ntnu
ice
ground freezing
frozen
freezing
PLAXIS 2D
tags:
Generalized Hardening Soil Model - PLAXIS UDSM
jardine
hardening soil
excavation
PLAXIS 3D
PLAXIS 2D
tags:
Hoek-Brown model with softening - PLAXIS UDSM
PLAXIS User-defined soil model to simulate rock material following Hoek-Brown including post-peak softening behaviour
softening
rock
jiang
hoek-brown
hoek
brown
PLAXIS 3D
PLAXIS 2D
tags:
Hypoplastic model with inter-granular strain - PLAXIS UDSM
hypoplasticity
PLAXIS 2D
tags:
Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion - PLAXIS UDSM
rock
mohr-coulomb
jointed rock
isotropic
PLAXIS 3D
PLAXIS 2D
tags:
Masonry - PLAXIS UDSM
PLAXIS Masonry model: a linear elastic perfectly plastic model aimed to simulate macroscopic, anisotropic response of unreinforced masonry structures
unreinforced masonry
masonry
anisotropic jointed rock
anisotropic
amorosi
PLAXIS 3D
PLAXIS 2D
tags:
N2PC-Salt and N2PC-MCT - PLAXIS UDSM
thermal
temperature dependent
salt
rock salt
rock creep
rock
n2pc-mct
n2pc
creep rate
creep
PLAXIS 3D
PLAXIS 2D
tags:
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)
norsand
liquefaction
PLAXIS 3D
PLAXIS 2D
tags:
OC-Clay - PLAXIS UDSM
PLAXIS OC-Clay: A Constitutive Model for Overconsolidated Clay based on the Hardening State Parameter
vukicevic
overconsolidation
oc
jockovic
hasp
clay
PLAXIS 3D
PLAXIS 2D
tags:
PM4Sand - PLAXIS UDSM
A model for material behavior of sands in dynamic loading, including the pore pressure generation, liquefaction and post-liquefaction phenomena
ubcsand
ubc sand
ubc
post liquefaction
pm4sand
pm4
liquefaction
earthquake
dynamics
dynamic
PLAXIS 2D
tags:
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!
pm4silt
liquefaction
dynamics
PLAXIS 2D
tags:
SHANSEP MC model - PLAXIS UDSM
undrained behaviour
undrained
shansep
PLAXIS 3D
PLAXIS 2D
tags:
SHANSEP NGI-ADP model - PLAXIS UDSM
undrained behaviour
shansep
PLAXIS 3D
PLAXIS 2D
NGI-ADP
tags:
Swelling Rock Model - PLAXIS UDSM
swelling
rock
clay
PLAXIS 2D
tags:
Visco-elastic perfectly plastic model - PLAXIS UDSM
viscous
time-dependent
PLAXIS 3D
PLAXIS 2D
tags:
PLAXIS 3D
UDSM
plx-udsm
PLAXIS 2D
User defined soil model
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Created by
Micha van der Sloot
When:
Tue, Dec 17 2019 11:14 AM
Last revision by
Stefanos Papavasileiou
When:
Thu, Oct 13 2022 5:04 AM
Revisions:
7
Comments:
0
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