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NEW in 2D2017
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Response of a rock mass to circular excavation (non-uniform in-situ stress)
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video, we show how to set-up the model discussed in the validation report below. The validation concerns…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Using the multiply command
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 19 April 2017 Date modified 19 April 2017 This movie demonstrates how to use the multiply command to conveniently change values for a collection of load values…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Circular tunnel driven in elastic cross anisotropic rocks
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 26 February 2016 Date modified 26 February 2016 This movie shows how to set-up the model used in the validation document linked below. The validation concerns…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Response of a rock mass to circular excavation (uniform in-situ stress)
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video we show how to set-up the model discussed in the validation report below. The validation concerns…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
How to model Rockbolts in the Tunnel Designer
Micha van der Sloot
Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In this movie we explain how to define rockbolts in the Tunnel Designer, available since PLAXIS 2D 2016. Note…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Remote Scripting API: Drivemining
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 01 November 2013 Date modified 01 November 2013 Since PLAXIS 3D 2013 it is possible to run scripts written in the Python programming language…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Sekiguchi-Ohta Model
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 May 2011 Date modified 02 May 2011 The Sekiguchi-Ohta model is a Cam-Clay type effective stress model for the behaviour of clay-type soils…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki