GPR applied to rigid pavement from Santos Dumont Airport, RJ
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da Universidade Federal do Ceará (UFC) |
Texto Completo: | http://www.repositorio.ufc.br/handle/riufc/68642 |
Resumo: | This paper presents the results of a research performed by using Ground Penetration Radar (GPR) to evaluate the structure of the rigid pavement of Santos Dumont Airport in Rio de Janeiro, Brazil. The GPR data profiles were acquired with 250 and 700 MHz shielded antennas. The geophysical investigation was performed along of 6 profiles, totaling 1432 meters of GPR sections. For calibration of the speed of propagation of electromagnetic wave were drilled three boreholes until the depth of 1.8 m. The results of GPR allowed the precise delineation of reflectors related to geotechnical interfaces (pavement thickness – concrete slab and macadam) and geological (sand/embankment soil), showing the efficiency of this method in this case study |
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Repositório Institucional da Universidade Federal do Ceará (UFC) |
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GPR applied to rigid pavement from Santos Dumont Airport, RJConcreteRigid pavementGPRConcretoPavimento rígidoThis paper presents the results of a research performed by using Ground Penetration Radar (GPR) to evaluate the structure of the rigid pavement of Santos Dumont Airport in Rio de Janeiro, Brazil. The GPR data profiles were acquired with 250 and 700 MHz shielded antennas. The geophysical investigation was performed along of 6 profiles, totaling 1432 meters of GPR sections. For calibration of the speed of propagation of electromagnetic wave were drilled three boreholes until the depth of 1.8 m. The results of GPR allowed the precise delineation of reflectors related to geotechnical interfaces (pavement thickness – concrete slab and macadam) and geological (sand/embankment soil), showing the efficiency of this method in this case studyEste trabalho apresenta o resultado de uma pesquisa desenvolvida usando Ground Penetrating Radar (GPR) para avaliar a estrutura do pavimento r´ıgido do p´atio de manobras de aeronaves do Aeroporto Santos Dumont, no Rio de Janeiro, Brasil. Para isso foram usadas antenas blindadas com frequˆencias de 250 MHz e de 700 MHz. Os dados de GPR foram adquiridos no modo common offset , ao longo de 6 perfis que totalizam 1432 metros de investigac¸˜ao. Para a calibrac¸˜ao da velocidade de propagac¸˜ao da onda eletromagn´etica foram executados trˆes furos de sondagem at´e a profundidade de 1,8 m. Os resultados de GPR possibilitaram o delineamento preciso de refletores relacionados a interfaces geot´ecnicas (espessura do pavimento – revestimento de concreto e do macadame) e geol´ogicas (areia/aterro com entulho), mostrando a eficiˆencia da aplicac¸˜ao deste m´etodo neste estudo de casoRevista Brasileira de Geofísica2022-10-03T14:12:19Z2022-10-03T14:12:19Z2014info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfBORGES, Welitom Rodrigues; SILVA, Luís Anselmo da; CUNHA, Luciano Soares da; CASTELO BRANCO, Raimundo Mariano Gomes; FARIAS, Marcio Muniz de. GPR applied to rigid pavement from Santos Dumont Airport, RJ. Revista Brasileira de Geofísica, Rio de Janeiro, v. 32, n. 2, p. 225-234, 2014.0102-261Xhttp://www.repositorio.ufc.br/handle/riufc/68642Borges, Welitom RodriguesSilva, Luís Anselmo daCunha, Luciano Soares daCastelo Branco, Raimundo Mariano GomesFarias, Marcio Muniz deengreponame:Repositório Institucional da Universidade Federal do Ceará (UFC)instname:Universidade Federal do Ceará (UFC)instacron:UFCinfo:eu-repo/semantics/openAccess2022-10-03T14:12:19Zoai:repositorio.ufc.br:riufc/68642Repositório InstitucionalPUBhttp://www.repositorio.ufc.br/ri-oai/requestbu@ufc.br || repositorio@ufc.bropendoar:2022-10-03T14:12:19Repositório Institucional da Universidade Federal do Ceará (UFC) - Universidade Federal do Ceará (UFC)false |
dc.title.none.fl_str_mv |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
title |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
spellingShingle |
GPR applied to rigid pavement from Santos Dumont Airport, RJ Borges, Welitom Rodrigues Concrete Rigid pavement GPR Concreto Pavimento rígido |
title_short |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
title_full |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
title_fullStr |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
title_full_unstemmed |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
title_sort |
GPR applied to rigid pavement from Santos Dumont Airport, RJ |
author |
Borges, Welitom Rodrigues |
author_facet |
Borges, Welitom Rodrigues Silva, Luís Anselmo da Cunha, Luciano Soares da Castelo Branco, Raimundo Mariano Gomes Farias, Marcio Muniz de |
author_role |
author |
author2 |
Silva, Luís Anselmo da Cunha, Luciano Soares da Castelo Branco, Raimundo Mariano Gomes Farias, Marcio Muniz de |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Borges, Welitom Rodrigues Silva, Luís Anselmo da Cunha, Luciano Soares da Castelo Branco, Raimundo Mariano Gomes Farias, Marcio Muniz de |
dc.subject.por.fl_str_mv |
Concrete Rigid pavement GPR Concreto Pavimento rígido |
topic |
Concrete Rigid pavement GPR Concreto Pavimento rígido |
description |
This paper presents the results of a research performed by using Ground Penetration Radar (GPR) to evaluate the structure of the rigid pavement of Santos Dumont Airport in Rio de Janeiro, Brazil. The GPR data profiles were acquired with 250 and 700 MHz shielded antennas. The geophysical investigation was performed along of 6 profiles, totaling 1432 meters of GPR sections. For calibration of the speed of propagation of electromagnetic wave were drilled three boreholes until the depth of 1.8 m. The results of GPR allowed the precise delineation of reflectors related to geotechnical interfaces (pavement thickness – concrete slab and macadam) and geological (sand/embankment soil), showing the efficiency of this method in this case study |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014 2022-10-03T14:12:19Z 2022-10-03T14:12:19Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
BORGES, Welitom Rodrigues; SILVA, Luís Anselmo da; CUNHA, Luciano Soares da; CASTELO BRANCO, Raimundo Mariano Gomes; FARIAS, Marcio Muniz de. GPR applied to rigid pavement from Santos Dumont Airport, RJ. Revista Brasileira de Geofísica, Rio de Janeiro, v. 32, n. 2, p. 225-234, 2014. 0102-261X http://www.repositorio.ufc.br/handle/riufc/68642 |
identifier_str_mv |
BORGES, Welitom Rodrigues; SILVA, Luís Anselmo da; CUNHA, Luciano Soares da; CASTELO BRANCO, Raimundo Mariano Gomes; FARIAS, Marcio Muniz de. GPR applied to rigid pavement from Santos Dumont Airport, RJ. Revista Brasileira de Geofísica, Rio de Janeiro, v. 32, n. 2, p. 225-234, 2014. 0102-261X |
url |
http://www.repositorio.ufc.br/handle/riufc/68642 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Revista Brasileira de Geofísica |
publisher.none.fl_str_mv |
Revista Brasileira de Geofísica |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da Universidade Federal do Ceará (UFC) instname:Universidade Federal do Ceará (UFC) instacron:UFC |
instname_str |
Universidade Federal do Ceará (UFC) |
instacron_str |
UFC |
institution |
UFC |
reponame_str |
Repositório Institucional da Universidade Federal do Ceará (UFC) |
collection |
Repositório Institucional da Universidade Federal do Ceará (UFC) |
repository.name.fl_str_mv |
Repositório Institucional da Universidade Federal do Ceará (UFC) - Universidade Federal do Ceará (UFC) |
repository.mail.fl_str_mv |
bu@ufc.br || repositorio@ufc.br |
_version_ |
1809935795853721600 |