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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 | Basco, Aniello | es_ES |
dc.contributor.author | Miranda, Tiago | es_ES |
dc.contributor.author | Tomás, Roberto | es_ES |
dc.date.accessioned | 2021-11-05T14:10:05Z | |
dc.date.available | 2021-11-05T14:10:05Z | |
dc.date.issued | 2021-04 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/176400 | |
dc.description.abstract | [EN] This work evaluates the effect of high temperatures and cooling methods on the drillability of Prada limestone. Samples from boreholes drilled during the design stage of the Tres Ponts Tunnel in the Catalan south Pyrenean zone (Spain) were subjected to temperatures of 105, 200, 300, 400, and 600 degrees C, and then cooled at a slow rate or by quenching. Sievers' J-value (SJ) and brittleness (S-20) were determined on thermally treated samples, and the drilling rate index (DRI) was calculated for each temperature. The results show that thermal treatment implied a sustained increase in the drillability of the rock of up to 40% at 600 degrees C and a change in the drillability category (from medium to high). At 600 degrees C, SJ and S-20 tripled and doubled, respectively, the initial values obtained for the intact rock. The results were inconclusive about the influence of the cooling method on the drilling performance of Prada limestone for the tested range of temperatures. The substantial improvement observed in the drillability of Prada limestone when heated, measured in terms of DRI, could help in the development of novel thermally-assisted mechanical excavation methods. Additionally, strong correlations between drillability variables (i.e., SJ and S-20) and physical and mechanical variables of Prada limestone (i.e., P- and S-wave velocities, uniaxial compression strength, elastic modulus, and Poisson's ratio) are proposed. Correlations will help make preliminary predictions of drillability based on properties such as uniaxial compression strength and ultrasound wave velocities. | es_ES |
dc.description.sponsorship | The authors wish to acknowledge David Benavente and Juan Carlos Canaveras from the University of Alicante, for their valuable help on mineralogical and petrographic description of the rock. Additionally, Kreum SA, Ayesa SA, Infraestructures de la Generalitat de Catalunya, S.A.U., and the Lleida regional roads authority (Servei Territorial de Carreteres de Lleida, Generalitat de Catalunya) for providing rock samples. This work was supported by the Department of Geological and Geotechnical Engineering, Universitat Politecnica de Valencia. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | MDPI AG | es_ES |
dc.relation.ispartof | Applied Sciences | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Rock drillability | es_ES |
dc.subject | Drilling rate index (DRI) | es_ES |
dc.subject | Thermal treatment | es_ES |
dc.subject | Temperature | es_ES |
dc.subject | Limestone | es_ES |
dc.subject | Correlations | es_ES |
dc.subject.classification | PROYECTOS DE INGENIERIA | es_ES |
dc.subject.classification | INGENIERIA DEL TERRENO | es_ES |
dc.title | Thermal Effects on the Drilling Performance of a Limestone: Relationships with Physical and Mechanical Properties | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/app11073286 | 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.; Basco, A.; Miranda, T.; Tomás, R. (2021). Thermal Effects on the Drilling Performance of a Limestone: Relationships with Physical and Mechanical Properties. Applied Sciences. 11(7):1-20. https://doi.org/10.3390/app11073286 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.3390/app11073286 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 20 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 11 | es_ES |
dc.description.issue | 7 | es_ES |
dc.identifier.eissn | 2076-3417 | es_ES |
dc.relation.pasarela | S\432634 | 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 |