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factor of safety
safety analysis
APEX
embedded pile row
force
fully coupled flow
Hoek-Brown
ignore suction
M-kappa
phi-c reduction
PLAXIS
PLAXIS 2D
PLAXIS 3D
pore pressure
rock
sensitivity
sensitivity analysis
strength reduction
suction
SumMsf
Target
tensile strength
tension cut-off
undrained
undrained behaviour
Tensile behaviour in the Hoek-Brown model
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V22.02 PLAXIS 3D CONNECT Edition V22.02 Date created October 2022 Date modified October 2022 Original author Micha van der Sloot - Bentley User Success…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Safety calculation with a Target Value
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 28 June 2013 Date modified 28 June 2013 A special option in the Safety calculation is the Target ΣMsf loading type. At first this type of calculation works just…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Safety analysis and undrained behaviour
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 07 March 2013 Date modified 07 March 2013 Safety analysis in Plaxis uses a so-called phi/c reduction method in which the strength of the soil…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Ignoring suction after a fully coupled flow-deformation analysis in Safety analysis gives incorrect stresses in PLAXIS 2D [Solved]
Micha van der Sloot
Application PLAXIS 2D Issue status Solved First Affected Version PLAXIS 2D 2018.00 Found in Version PLAXIS 2D 2018.00 Fixed and Released in Version PLAXIS 2D CONNECT Edition V20 Update 1 Issue # SW-45205 …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Forces in plates using elastoplastic M-kappa diagram not correct in a Target SumMsf Safety calculation
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2015.00 Found in Version PLAXIS 2D 2015.00 Fixed and Released in Version PLAXIS 2D 2015.01 Issue # 23426 Date created …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Safety analysis after fully coupled flow-deformation analysis uses incorrect pore pressures
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 2D AE.00 PLAXIS 3D 2013.00 Found in Version PLAXIS 2D AE.00 PLAXIS 3D 2013.00 Fixed and Released in Version PLAXIS 3D 2017.00…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Embedded pile row forces not correct in a Target SumMsf Safety calculation
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2012.00 Found in Version PLAXIS 2D 2012.00 Fixed and Released in Version PLAXIS 2D AE.00 PLAXIS 2D Classic Issue # 20312 …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Sensitivity analysis does not give results for the criterion Factor of Safety
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2011.02 Issue # 17259 Date created …
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki