ᐅ Are there any tips for improving the stability of the foundation slab?
Created on: 6 Jun 2021 09:03
D
Dofoso
Hello everyone,
I have been focusing intensively on the stability of the Malm formation in my project for some time now. I have noticed that while there are some general approaches in the technical literature, concrete tips and practical optimization strategies seem to be quite rare. My question to the community is: Are there any proven tips or systematic methods that can help improve the stability of the Malm formation? I am interested in both technical and organizational measures that can significantly enhance stability in everyday practice.
What experiences have you had, which methods have become established, and what should one especially pay attention to in order to avoid unwanted instabilities? Any advice on common pitfalls or typical sources of errors when dealing with Malm would also be very helpful. Thanks in advance!
I have been focusing intensively on the stability of the Malm formation in my project for some time now. I have noticed that while there are some general approaches in the technical literature, concrete tips and practical optimization strategies seem to be quite rare. My question to the community is: Are there any proven tips or systematic methods that can help improve the stability of the Malm formation? I am interested in both technical and organizational measures that can significantly enhance stability in everyday practice.
What experiences have you had, which methods have become established, and what should one especially pay attention to in order to avoid unwanted instabilities? Any advice on common pitfalls or typical sources of errors when dealing with Malm would also be very helpful. Thanks in advance!
Parbo schrieb:
Maybe you can tell me a bit more about the conditions of your project?Sure, thanks for the offer. My project is in the field of geotechnical engineering, specifically focusing on the stability of a rock mass within the Malm-Lias formation during a planned tunnel construction. The main challenge lies in the variable layering and local faults.
So far, I have been working with basic analyses and conservative safety factors, but I want to target optimizations to reduce costs without compromising safety. Therefore, I am particularly interested in practical advice on analyses that can help me refine and adjust the conservative assumptions.
Many thanks in advance to everyone for the suggestions!