Experimental data for loads on tunnel linings including distributed optical fiber sensing and digital image correlation
Data files
Data files
Citation and access
Citation and access
Data access level:
Creator/Principal investigator(s):
Research principal:
Data contains personal data:
No
Citation:
Language:
Method and outcome
Method and outcome
Data format/data structure:
Data collection - Laboratory experiment
Data collection - Laboratory experiment
Mode of collection:
Laboratory experiment
Description of the mode of collection:
Distributed optical fiber sensors, photography, 3D-scanning, measurements for load cells, LVDTs and pressure gauges
Data collector:
- Chalmers University of Technology
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Source of the data:
- Research data
- Physical objects
Sample
Sample
Name:
Description of sample:
Specimen loaded with a small cone, 50 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a small cone, 50 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a small cone, 100 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a small cone, 100 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a large cone, 50 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a large cone, 50 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a large cone, 100 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a large cone, 100 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a large lifting bag, 50 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a large lifting bag, 50 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a large lifting bag, 100 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a large lifting bag, 100 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a small lifting bag, 50 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a small lifting bag, 50 mm thick concrete top layer and a hydro-demolished substrate surface
Name:
Description of sample:
Specimen loaded with a small lifting bag, 100 mm thick concrete top layer and a ground substrate surface
Name:
Description of sample:
Specimen loaded with a small lifting bag, 100 mm thick concrete top layer and a hydro-demolished substrate surface
Administrative information
Administrative information
Responsible department/unit:
Architecture and Civil Engineering
Contributor(s):
Funding
Funding
Funding agency:
- Swedish Transport Administration
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Award number:
TRV2021/66599
Award title:
SensIT - Verification and forecasting of technical functional requirements on concrete tunnel lining - sensor-based forecasting method with artificial intelligence
Funding information:
The purpose of the project is to contribute to the development of methods for information acquisition via sensors that can be used to forecast and verify technical functional requirements using Artificial Intelligence. The starting point and background are tunnel casings of fibre-reinforced shotcrete. The construction consists of a complex material and there is often a lack of detailed information about the surrounding mountains. The material and the rock work together as the load-bearing system, which together gives an uncertainty about its function.
