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On the use of different constitutive models in data assimilation for slope stability

Micha van der Sloot

Application PLAXIS 2D Version PLAXIS 2D Original Title On the use of different constitutive models in data assimilation for slope stability Original Author M. Mohsan, P.J. Vardon, F.C. Vossepoel Publication year 2021…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment

Felipe Fonseca

Application PLAXIS 2D Version PLAXIS 2D Date created 01 Jun 2021 Date modified 27 Feb 2023 In this tutorial, the construction of an embankment on clay is calculated. The clay will first be considered a drained material…
- 8 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
SIG Virtual Workshop - April 14 Geotechnical Analysis - Using SoilVision SVSLOPE to Determine the Factor of Safety

Micha van der Sloot

Geotechnical Analysis Special Interest Group: Using SoilVision SVSLOPE to Determine the Factor of Safety Host: Micha van der Sloot, Technical Support Manager, Bentley Systems, Inc. Presenter: Marina Trevizolli, Senior Application Engineer, Bentley Systems…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Blog
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