Bentley Communities

Remote scripting: input values to Linear Elastic soil material

Lasse Kudsk

I'm used to model PLAXIS using remote scripting, but has encountered a problem when scripting a linear elastic soil material. I get an error when I input the following, in that order: MaterialName, SoilModel, DrainageType, gammaUnsat, gammaSat, Eref,…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Is there a way to define a space which water passes through it? which command and material model is available for that purpose?

EMRE DUMLU

I defined a space which represents air in foundation by using polycurve. But PLAXIS-3D is a finite element model which water freely does not pass thorugh it. As a considering Plaxis asks me to define an material model and properties, how can i perform…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Bi-axial test with Linear Elastic model

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 November 2012 Date modified 02 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Bi-axial shearing test with Linear Elastic model

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 05 November 2012 Date modified 05 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Smooth rigid strip footing on elastic soil

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 06 November 2012 Date modified 06 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki

Remote scripting: input values to Linear Elastic soil material

Is there a way to define a space which water passes through it? which command and material model is available for that purpose?

Bi-axial test with Linear Elastic model

Bi-axial shearing test with Linear Elastic model

Smooth rigid strip footing on elastic soil