Bentley Communities
Site
Search
User
Site
Search
User
Welcome
Products
Support
About
More
Cancel
Product Communities
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Mixed Isotropic-kinematic Hardening Elastoplastic Models for Structured Clay - UDSM
Sign In
-
Geotechnical Analysis Wiki
+
GeoStudio
-
PLAXIS
+
Software and License - PLAXIS
+
Documentation - PLAXIS
+
API / Python scripting - PLAXIS
+
Known issues - PLAXIS
-
Models - PLAXIS
+
Soil models - PLAXIS
+
User Defined Soil Models - PLAXIS
-
User Defined Soil Models
Creating User Defined Soil Models
Anisotropic Clay Models: S-CLAY1 and S-CLAY1S - UDSM
CLoE Hypoplastic Model - UDSM
MIT S1 Model - UDSM
Mixed Isotropic-kinematic Hardening Elastoplastic Models for Structured Clay - UDSM
+
Tips and Tricks
+
Publications
+
Videos - PLAXIS
+
PLAXIS Monopile Designer
+
PLAXIS LE
+
SOILVISION
+
Geotechnical SELECT Entitlements [GSE]
+
Subscription Entitlement Service
Mixed Isotropic-kinematic Hardening Elastoplastic Models for Structured Clay - UDSM
Revision
Creation Date
Revision Author
Select All
Current Revision
Thu, Oct 13 2022 4:00 AM
Felipe Fonseca
1
Revision #1
Wed, Dec 18 2019 9:49 AM
Micha van der Sloot
Compare Versions
View current version