
Topics covered:
- Bearing capacity of foundations subjected to general loading
- 2D versus 3D versus conventional shape factors
- Settlements
Through a detailed example, the session demonstrates how the transition from 2D to 3D can significantly affect predicted settlements and load–displacement behaviour.
Participants will see how OPTUM GX computes both ultimate and serviceability responses without empirical factors or incremental loading, ensuring consistent results across dimensions.
The discussion concludes with practical guidance on applying these results in design — from verifying bearing capacity to evaluating settlement performance with a level of detail and reliability not previously possible.
Speaker: Kristian Krabbenhøft, Partner and Senior Consultant, Optum CE

Consolidation

Python Scripting and GX Plugins
