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Waterfront Depth Analysis in Hardened Concrete by Means of the Nondestructive Ground-Penetrating Radar Technique

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Waterfront Depth Analysis in Hardened Concrete by Means of the Nondestructive Ground-Penetrating Radar Technique

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dc.contributor.author Rodríguez-Abad, Isabel es_ES
dc.contributor.author Klysz, Gilles es_ES
dc.contributor.author Martínez-Sala, Rosa M. es_ES
dc.contributor.author Balayssac, Jean Paul es_ES
dc.contributor.author Mene-Aparicio, Jesus es_ES
dc.date.accessioned 2016-05-03T10:40:52Z
dc.date.available 2016-05-03T10:40:52Z
dc.date.issued 2016-01-29
dc.identifier.issn 1939-1404
dc.identifier.uri http://hdl.handle.net/10251/63405
dc.description © 2015 IEEE. Personal use of this material is permitted. Permission from IEEE must be obtained for all other uses, in any current or future media, including reprinting/republishing this material for advertising or promotional purposes, creating new collective works, for resale or redistribution to servers or lists, or reuse of any copyrighted component of this work in other works. es_ES
dc.description.abstract Durability of concrete structures depends mainly on the ease whereby water and any aggressive chemical agents dissolved therein can penetrate. Therefore, measuring water penetrability in concrete structures is crucial mostly when structures are in service. In this context, nondestructive techniques play an important role. In particular, the electromagnetic waves emitted by ground-penetrating radar (GPR) are very sensitive to the water content of the medium through which they propagate. This fact provides an interesting opportunity to analyze if the GPR technique allows the assessment of water penetrability in concrete with enough accuracy. In line with this, this paper describes the laboratory experiments and relevant analysis carried out to study the capability of GPR to assess water penetrability in hardened concrete. For this purpose, concrete specimens were fabricated and dried in an oven after 90 days of curing. They were then dipped into water and GPR measurements were taken at different intervals, based on coupling a 2.0 GHz antenna. The results showed that the agreement between velocity increments and the waterfront advance was excellent. In addition, a specific processing of the data acquired was developed. This process included the isolation of the reflection due to the waterfront, produced just before the reflection of the bottom of the samples. As a result of this processing, the in-depth waterfront location at different times was determined with high reliability. es_ES
dc.description.sponsorship This work was supported by the Universitat Politecnica de Valencia (Spain) under the PAID-06-12 research plan through a project entitled: "Analisis de la durabilidad del hormigon por medio de la tecnica no destructiva del georradar." en_EN
dc.language Inglés es_ES
dc.publisher Institute of Electrical and Electronics Engineers (IEEE) es_ES
dc.relation.ispartof IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Concrete buildings es_ES
dc.subject Concrete construction es_ES
dc.subject Ground penetrating radar es_ES
dc.subject Velocity increments es_ES
dc.subject Waterfront advance es_ES
dc.subject Antenna measurements es_ES
dc.subject Electromagnetic scattering es_ES
dc.subject Geophysical measurements es_ES
dc.subject Ovens es_ES
dc.subject Non-destructive technique es_ES
dc.subject.classification CONSTRUCCIONES ARQUITECTONICAS es_ES
dc.title Waterfront Depth Analysis in Hardened Concrete by Means of the Nondestructive Ground-Penetrating Radar Technique es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1109/JSTARS.2015.2449737
dc.relation.projectID info:eu-repo/grantAgreement/UPV//PAID-06-12/
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques es_ES
dc.description.bibliographicCitation Rodríguez-Abad, I.; Klysz, G.; Martínez-Sala, RM.; Balayssac, JP.; Mene-Aparicio, J. (2016). Waterfront Depth Analysis in Hardened Concrete by Means of the Nondestructive Ground-Penetrating Radar Technique. IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing. 9(1):91-97. https://doi.org/10.1109/JSTARS.2015.2449737 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1109/JSTARS.2015.2449737 es_ES
dc.description.upvformatpinicio 91 es_ES
dc.description.upvformatpfin 97 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 9 es_ES
dc.description.issue 1 es_ES
dc.relation.senia 298485 es_ES
dc.contributor.funder Universitat Politècnica de València es_ES


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