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OpenGround | gINT | Keynetix
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safety analysis
calculation error
calculation type
Displacements
factor of safety
factors of safety
force
load
M-kappa
phi-c reduction
PLAXIS
PLAXIS 2D
PLAXIS 3D
rock
safety phase
SIG
Structural
suction
SumMsf
Target
undrained
Updated Lagrangian formulation
updated mesh
updated water pressures
Virtual
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SIG Virtual Workshop: Geotechnical Analysis SIG - Using PLAXIS to Determine Factors of Safety - Jan. 14, 2020
Patsy Gant
Geotechnical Analysis SIG: Using PLAXIS to Determine Factors of Safety Host: Micha van der Sloot, Technical Support Manager, Bentley Systems, Inc. Date and Time: 14 January 2020 at 10:00 A.M. CET and 04:00 P.M. CET Register Now This Geotechnical…
over 3 years ago
OpenGround | gINT | Keynetix
OpenGround | gINT | Keynetix Announcement Forum
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
Safety analysis and displacements
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 July 2012 Date modified 09 July 2012 When doing a safety analysis using the phi/c reduction method, tan(phi) and c are reduced according…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Structural tables for a safety value show no values in PLAXIS 2D 2016.00
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2016.00 Found in Version PLAXIS 2D 2016.00 Fixed and Released in Version Solved in a recent version Issue # 5154 Date created…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Updated mesh in 3D Safety analysis incorrectly updates the geometry
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2011.00 Found in Version PLAXIS 3D 2011.00 Fixed and Released in Version PLAXIS 3D AE.00 Issue # 21867 Date created 29…
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
Beam and embedded pile structural forces not correct after a Target SumMsf Safety calculation
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2013.00 Found in Version PLAXIS 3D 2013.00 Fixed and Released in Version Solved in a recent version Issue # 21948 Date…
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
Staged construction/Flow condition settings might not be loaded correctly in 2D 2017
Micha van der Sloot
Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2017.00 Found in Version PLAXIS 2D 2017.00 Fixed and Released in Version PLAXIS 2D 2017.01 Issue # SW-18756 Date created…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
3D2011: Not possible to use Hoek-Brown material model in Safety phase
Micha van der Sloot
Application PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 3D 2011.00 Found in Version PLAXIS 3D 2011.00 Fixed and Released in Version PLAXIS 3D 2012 Issue # 17104 Date created 16…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Safety analysis: Ignore undrained behaviour cannot be deactivated
Micha van der Sloot
Application PLAXIS 3D Issue status Open First Affected Version PLAXIS 3D 2011.00 Found in Version PLAXIS 3D 2011.00 Fixed and Released in Version Issue # 15182 Date created 11 July 2011 Date modified…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Safety analysis and Updated Mesh
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 27 September 2018 Date modified 27 September 2018 When using phases with Updated Mesh ( UM ), the Safety analysis will use the deformed mesh…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
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