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Micro and macro-structural effects of high temperatures in Prada limestone: Key factors for future fire-intervention protocols in Tres Ponts Tunnel (Spain)

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Micro and macro-structural effects of high temperatures in Prada limestone: Key factors for future fire-intervention protocols in Tres Ponts Tunnel (Spain)

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dc.contributor.author Martínez Ibáñez, Víctor es_ES
dc.contributor.author Garrido De La Torre, Mª Elvira es_ES
dc.contributor.author Hidalgo Signes, Carlos es_ES
dc.contributor.author Tomás, Roberto es_ES
dc.date.accessioned 2021-11-05T13:12:37Z
dc.date.available 2021-11-05T13:12:37Z
dc.date.issued 2021-06-07 es_ES
dc.identifier.issn 0950-0618 es_ES
dc.identifier.uri http://hdl.handle.net/10251/176217
dc.description.abstract [EN] Temperature and cooling methods strongly affect the stability of tunnels drilled in rock masses and so condition interventions for fire emergencies. Samples from two horizontal boreholes drilled in Prada limestone during the design stage of the Tres Ponts Tunnel in the Catalan south Pyrenean zone (Spain) are heated from 105 to 600 degrees C, and subsequently cooled with air or water to simulate fire extinguishing interventions. Changes in chemical composition and microstructure, physical properties (open porosity, volume, dry total weight, P and S-wave velocity), and mechanical properties (uniaxial compressive strength, elastic modulus, and Poisson's ratio) are analysed. Rock weakening is observed even at low temperatures (T < 300 degrees C). The influence of the cooling method appeared at intermediate temperatures of 300-400 degrees C and open porosity, P and S-wave velocities, and elastic modulus show greater variation for water-cooled samples. A temperature of 500 degrees C is of paramount importance for 'Prada' limestone as it leads to a dramatic increase in porosity and a notable decrease in P and S-wave velocities under both cooling methods. Trans-granular micro-crack progression is observed at 500 degrees C using scanning electron microscope (SEM), and water-cooled samples show a greater loss in uniaxial compressive strength (UCS), and this is due to micro-crack connections and growing fissures. Thermal damage at 600 degrees C is also greater when samples are quickly cooled. An ANOVA and a simple regression analysis are performed to discard the influence of the natural location of the borehole samples in the obtained experimental results. Finally, correlations to predict UCS and elastic modulus from volume, open porosity, and P wave velocity after thermal treatment are proposed using simple exponential and potential functions to help make preliminary decisions after a tunnel fire. These predictive results on the effects of fire on Prada limestone will be considered for the definition of future fire intervention protocols in the Tres Ponts Tunnel. es_ES
dc.description.sponsorship The authors wish to acknowledge Kreum SA, Ayesa SA, Infraestructures.cat, and the Lleida regional road authority (Servei Territorial de Carreteres de Lleida, Generalitat de Catalunya) for providing rock samples. Isidro Sanchez Martin from the Departamento de Ingenieria Civil of the Universidad de Alicante kindly helped us to analyse the MIP analyses, in addition, Mr. Manuel Angel Morilla Rubio and Salvatore Di Biase from the Universitat Politecnica de Valencia for their support on laboratory tests. This research was partially supported by the Vice-Rector of Research and Knowledge Transfer at the University of Alicante through projects UAUSTI19-25 and UAUSTI20-20, and by the Departamento de Ingenieria del Terreno at the Universitat Politecnica de Valencia. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Construction and Building Materials es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Thermal damage es_ES
dc.subject Physical and mechanical properties es_ES
dc.subject Cracks es_ES
dc.subject Tunnel fire es_ES
dc.subject Limestone es_ES
dc.subject Correlations es_ES
dc.subject.classification INGENIERIA DEL TERRENO es_ES
dc.subject.classification PROYECTOS DE INGENIERIA es_ES
dc.title Micro and macro-structural effects of high temperatures in Prada limestone: Key factors for future fire-intervention protocols in Tres Ponts Tunnel (Spain) es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.conbuildmat.2021.122960 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/UA//UAUSTI19-25/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/UA//UAUSTI20-20/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería del Terreno - Departament d'Enginyeria del Terreny es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Martínez Ibáñez, V.; Garrido De La Torre, ME.; Hidalgo Signes, C.; Tomás, R. (2021). Micro and macro-structural effects of high temperatures in Prada limestone: Key factors for future fire-intervention protocols in Tres Ponts Tunnel (Spain). Construction and Building Materials. 286:1-14. https://doi.org/10.1016/j.conbuildmat.2021.122960 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.conbuildmat.2021.122960 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 286 es_ES
dc.relation.pasarela S\431021 es_ES
dc.contributor.funder Universidad de Alicante es_ES
dc.contributor.funder Universitat Politècnica de València es_ES
dc.subject.ods 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación es_ES


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