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GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Geotechnical Analysis Wiki
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ultimate limit state
axisymmetric
axi-symmetric
bearing
bearing capacity
Bishop
circular
collapse
design approach
Design Approaches
embankment
embedded pile row
excavation
footing
Groundwater
phi-c reduction
plasticity
PLAXIS
PLAXIS 2D
PLAXIS 3D
prestress
prestressed ground anchors
Stability
theoretical
ULS
ultimate limit
PLAXIS 2D Tutorial 07: Dry excavation using a tie back wall - ULS
Felipe Fonseca
Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 In this tutorial a Ultimate Limit State (ULS) calculation will be defined and performed for the submerged construction of…
8 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
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
Phi-c reduction and comparison with Bishop's method
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 07 November 2012 Date modified 07 November 2012 This document describes an example that is used to verify the ultimate limit state capabilities…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
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