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dc.contributor.authorPuente González, Eduardo 
dc.contributor.authorLázaro Urrutia, David 
dc.contributor.authorAlvear Portilla, Manuel Daniel 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2025-01-16T07:52:02Z
dc.date.available2025-01-16T07:52:02Z
dc.date.issued2016-04
dc.identifier.issn0379-7112
dc.identifier.issn1873-7226
dc.identifier.otherBIA2012-37890es_ES
dc.identifier.urihttps://hdl.handle.net/10902/35004
dc.description.abstractIn recent years there has been a growing interest in analyzing the contribution of pavements to fire growth for improving safety in tunnels. However, only few analyses take into account or quantifying toxic gases emitted during the pavement burn out. In this study, simultaneous cone calorimeter and FTIR analyses were conducted to evaluate the contribution to fire growth of two different types of fireproof pavements (concrete and asphalt) obtaining averaged values of heat release rate per unit area of 0 and 50 kW/m2 respectively. The CO released was monitored as a valuation of how complete is the combustion taking place and also to compare the toxic potential of such materials. Further approximated ignition temperatures of asphalt in the range of 420-450 °C were also obtained. The results indicate that concrete pavement do not contribute to fire growth since no ignition was observed while asphalt pavement contributes similarly to other components generally found in vehicles. Very opaque fumes with significant concentrations of CO were detected during asphalt pavement combustion. Severe thermal degradation was observed in the asphalt pavement samples, including calcination and the detachment of aggregates while on the surface of concrete pavement samples just some minor cracks were reported.es_ES
dc.description.sponsorshipThis work has been developed based on the Agreement between the Spanish Institute of Cement and its Applications (IECA) and GIDAI Group at the University of Cantabria for the “Análisis Experimental del Comportamiento al Fuego de Pavimentos Empleados en Túneles de Carretera”. The authors would like to thank the Spanish Institute of Cements and its Applications for its financial support. And the author would also like to thank to the Spanish Ministry of Economy and Competitiveness for the PYRODESIGN Project grant, Ref. BIA2012-37890, financed jointly by FEDER funds.es_ES
dc.format.extent14 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier Limitedes_ES
dc.rights© 2016. This manuscript version is made available under the CC-BY-NC-ND 4.0 licensees_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceFire Safety Journal, 2016, 81, 1-7es_ES
dc.subject.otherTunnel fireses_ES
dc.subject.otherPavement performancees_ES
dc.subject.otherHeat release ratees_ES
dc.subject.otherFTIRes_ES
dc.titleStudy of tunnel pavements behaviour in fire by using coupled cone calorimeter - FTIR analysises_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.firesaf.2016.01.010es_ES
dc.rights.accessRightsopenAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO//BIA2012-37890/ES/MODELADO DE LOS PARAMETROS TERMICOS Y CINETICOS PARA LA CARACTERIZACION DE LA REACCION AL FUEGO DE MATERIALES/es_ES
dc.identifier.DOI10.1016/j.firesaf.2016.01.010
dc.type.versionacceptedVersiones_ES


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© 2016. This manuscript version is made available under the CC-BY-NC-ND 4.0 licenseExcepto si se señala otra cosa, la licencia del ítem se describe como © 2016. This manuscript version is made available under the CC-BY-NC-ND 4.0 license