Stress in newly activated soil clusters - can it be manually increased?
Hi,
I am wanting to add newly activated soil clusters with higher initial stress than the surrounding soil, in a Plaxis 3d model.
This is to simulate an increase in horizontal stress in a localised area of matrix soil due to stone column installation…
Response of a rock mass to circular excavation (non-uniform in-situ stress)
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…
Circular tunnel driven in elastic cross anisotropic rocks
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…
Response of a rock mass to circular excavation (uniform in-situ stress)
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…
Field stress by cluster - PLAXIS 3D
The Field Stress initial calculation type allows directly specifying in situ stress conditions on a volume of soil. It is now possible to assign a different field stress property to individual soil volumes and borehole layers, allowing you to independently…