Geotechnical Analysis with Construction Stages in RFEM 6
Information About the Free Webinar
Everything I Expected and More
"RFEM is everything I expected and more. I’m having a blast learning the software and the webinars are fantastic."
This webinar shows how to define the soil as a 3D model in RFEM 6 and to perform geotechnical analyses using construction stages.
Recorded Webinar
Date | Time
Event Language
EnglishTime Schedule
0:00 | Introduction |
3:10 |
Theoretical background shortly
|
9:15 |
Input for construction stages and geotechnical analysis
|
36:00 |
Static analysis and results
|
47:25 |
Uneven terrain
|
1:00:00 | Outlook |
Presentation Models to Download
Below, under Models to Download, you will find the models used in the webinar. This will allow you to independently follow the webinar step by step with the provided models.
Speakers

Dipl.-Ing. (FH) Andreas Hörold
Marketing & Public Relations
Mr. Hörold takes care of the Dlubal Software website, creates press releases as well as marketing materials, and is the moderator of the German and English webinars.

Dipl.-Ing. Juliane Stopper-Akdag
Product Engineering & Customer Support
Ms. Stopper provides technical support for our customers and is responsible for the development of products for geotechnical engineering.

Dipl.-Ing. (BA) Markus Baumgärtel
Customer Support
Mr. Baumgärtel provides technical support for customers of Dlubal Software.
Keywords
Free webinar RFEM 6 Soil Settlement Stress Geotechnical engineering
Downloads
Links
- Geotechnical Analysis Add-on for RFEM 6
- More About RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
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Results of Geotechnical Analysis in RFEM 6
This article discusses the results of the geotechnical analysis and their graphical and tabular display in the RFEM 6 program.
- The terrain surface of my soil to be analyzed is uneven. How can I edit the geometry of my soil massif for the modeling?
- I have a license for the Geotechnical Analysis add-on and it appears as available to me. However, I cannot activate it. What could be the reason?
- What value can I use for cohesion in order to avoid singularities?
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