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ULS
axisymmetric
axi-symmetric
bearing
bearing capacity
circular
footing
plasticity
PLAXIS
PLAXIS 2D
PLAXIS 3D
theoretical
ultimate limit state
Bearing capacity of a circular footing
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 12 November 2012 Date modified 12 November 2012 This document describes an example that has been used to verify the ultimate limit state capabilities…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki