Saved in:
Bibliographic Details
Main Authors: Joint Research Centre, Hinfra, Politecnico di Milano, Marcucci, Andrea, Guanziroli, Stefano, Ferrara, Liberato, Peroni, Marco, Lamperti Tornaghi, Marco, Molina, Francisco Javier, Peloso, Simone, Pohoryles, Daniel Alexander, Tsionis, Georgios
Format: Recurso digital
Language:English
Published: Zenodo 2025
Subjects:
Online Access:https://doi.org/10.5281/zenodo.17396220
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1866902100046249984
author Joint Research Centre
Hinfra
Politecnico di Milano
Marcucci, Andrea
Guanziroli, Stefano
Ferrara, Liberato
Peroni, Marco
Lamperti Tornaghi, Marco
Molina, Francisco Javier
Peloso, Simone
Pohoryles, Daniel Alexander
Tsionis, Georgios
author_facet Joint Research Centre
Hinfra
Politecnico di Milano
Marcucci, Andrea
Guanziroli, Stefano
Ferrara, Liberato
Peroni, Marco
Lamperti Tornaghi, Marco
Molina, Francisco Javier
Peloso, Simone
Pohoryles, Daniel Alexander
Tsionis, Georgios
contents <p><span lang="EN-GB">The dataset contains the results of a full-scale testing campaign for the ETLR project. The project investigated a slip-forming methodology for the refurbishment of existing tunnels using extrudable steel fibre-reinforced concrete (SFRC). This technology provides an innovative framework for the maintenance of highway and railway tunnels.</span></p> <p><span lang="EN-GB">T</span>he dataset contains the results of four experimental tests performed on f<span lang="EN-GB">our full-scale mock-ups replicating a motorway tunnel lining, which were constructed using this technology and tested under load conditions that simulate the relevant action combinations for tunnel linings in the intended scenarios.</span><span lang="EN-GB"> For each test, the measurements of 7 actuators are collected, along with the records of 7 sensors monitoring the displacement field of the tunnel mock-up. </span></p> <p><span lang="EN-GB">Both symmetric and non-symmetric loading combinations were examined, including a sequential loading case to assess accumulated damage and residual bearing capacity. The structural tests were conducted at the ELSA laboratory of the European Commission, Joint Research Centre in Ispra under the Framework of access to the Joint Research Centre Physical Research Infrastructures of the European Commission.</span></p>
format Recurso digital
id zenodo_https___doi_org_10_5281_zenodo_17396220
institution Zenodo
language eng
publishDate 2025
publisher Zenodo
record_format zenodo
spellingShingle ETLR - Extruded Tunnel Lining Regeneration
Joint Research Centre
Hinfra
Politecnico di Milano
Marcucci, Andrea
Guanziroli, Stefano
Ferrara, Liberato
Peroni, Marco
Lamperti Tornaghi, Marco
Molina, Francisco Javier
Peloso, Simone
Pohoryles, Daniel Alexander
Tsionis, Georgios
Tunnel engineering
SFRC
Experimental study
Laboratory experiment
<p><span lang="EN-GB">The dataset contains the results of a full-scale testing campaign for the ETLR project. The project investigated a slip-forming methodology for the refurbishment of existing tunnels using extrudable steel fibre-reinforced concrete (SFRC). This technology provides an innovative framework for the maintenance of highway and railway tunnels.</span></p> <p><span lang="EN-GB">T</span>he dataset contains the results of four experimental tests performed on f<span lang="EN-GB">our full-scale mock-ups replicating a motorway tunnel lining, which were constructed using this technology and tested under load conditions that simulate the relevant action combinations for tunnel linings in the intended scenarios.</span><span lang="EN-GB"> For each test, the measurements of 7 actuators are collected, along with the records of 7 sensors monitoring the displacement field of the tunnel mock-up. </span></p> <p><span lang="EN-GB">Both symmetric and non-symmetric loading combinations were examined, including a sequential loading case to assess accumulated damage and residual bearing capacity. The structural tests were conducted at the ELSA laboratory of the European Commission, Joint Research Centre in Ispra under the Framework of access to the Joint Research Centre Physical Research Infrastructures of the European Commission.</span></p>
title ETLR - Extruded Tunnel Lining Regeneration
topic Tunnel engineering
SFRC
Experimental study
Laboratory experiment
url https://doi.org/10.5281/zenodo.17396220