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GeoStudio | PLAXIS
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All tags
ULS
axisymmetric
axi-symmetric
bearing
bearing capacity
circular
collapse
design approach
Design Approaches
EC7
embedded pile row
excavation
footing
Groundwater
plasticity
PLAXIS
PLAXIS 2D
PLAXIS 3D
prestress
prestressed ground anchors
theoretical
ultimate limit
ultimate limit state
How to use EC7 partial factors of safety for ULS load output in PLAXIS3D/2D , especially for HSS soil model?
Piyush Mohanty
Hi, I am using the HSS model and MC model for modelling soil near around the tunnel. Can I get output for ULS loads using EC7 partial factors of safety? If yes, Can you provide any link please? Piyush
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
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
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