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
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/63405
Título:
|
Waterfront Depth Analysis in Hardened Concrete by Means of the Nondestructive Ground-Penetrating Radar Technique
|
Autor:
|
Rodríguez-Abad, Isabel
Klysz, Gilles
Martínez-Sala, Rosa M.
Balayssac, Jean Paul
Mene-Aparicio, Jesus
|
Entidad UPV:
|
Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques
|
Fecha difusión:
|
|
Resumen:
|
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 ...[+]
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.
[-]
|
Palabras clave:
|
Concrete buildings
,
Concrete construction
,
Ground penetrating radar
,
Velocity increments
,
Waterfront advance
,
Antenna measurements
,
Electromagnetic scattering
,
Geophysical measurements
,
Ovens
,
Non-destructive technique
|
Derechos de uso:
|
Reserva de todos los derechos
|
Fuente:
|
IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing. (issn:
1939-1404
)
|
DOI:
|
10.1109/JSTARS.2015.2449737
|
Editorial:
|
Institute of Electrical and Electronics Engineers (IEEE)
|
Versión del editor:
|
http://dx.doi.org/10.1109/JSTARS.2015.2449737
|
Código del Proyecto:
|
info:eu-repo/grantAgreement/UPV//PAID-06-12/
|
Descripción:
|
© 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.
|
Agradecimientos:
|
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 ...[+]
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."
[-]
|
Tipo:
|
Artículo
|