Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros

Detalhes bibliográficos
Autor(a) principal: Andreia Mota Miranda
Data de Publicação: 2010
Outros Autores: Madalena Teles
Tipo de documento: Livro
Idioma: por
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/68794
Resumo: The aim of this work is to make a diagnosis of the deterioration of the concrete of the Terminal de Petroleiros viaduct, located in Leixões harbour. After collecting and analyzing all the information about the characteristics of different materials used in concrete and its composition and properties, a visual inspection of the structure was made, and all relevant evidence of deterioration was recorded and photographed. Some samples of apparently non-deteriorated and visually deteriorated concrete were extracted for analysis. The carbonation and chloride ingress were determined in samples of concrete apparently non-deteriorated as well as compressive strength, porosity at 48 hours. All samples were observed and analyzed by electronic microscopy.
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spelling Diagnóstico das deteriorações do betão do Viaduto do Terminal de PetroleirosEngenharia civilCivil engineeringThe aim of this work is to make a diagnosis of the deterioration of the concrete of the Terminal de Petroleiros viaduct, located in Leixões harbour. After collecting and analyzing all the information about the characteristics of different materials used in concrete and its composition and properties, a visual inspection of the structure was made, and all relevant evidence of deterioration was recorded and photographed. Some samples of apparently non-deteriorated and visually deteriorated concrete were extracted for analysis. The carbonation and chloride ingress were determined in samples of concrete apparently non-deteriorated as well as compressive strength, porosity at 48 hours. All samples were observed and analyzed by electronic microscopy.20102010-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/68794porAndreia Mota MirandaMadalena Telesinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-11-29T15:39:53Zoai:repositorio-aberto.up.pt:10216/68794Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:29:07.663549Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
title Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
spellingShingle Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
Andreia Mota Miranda
Engenharia civil
Civil engineering
title_short Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
title_full Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
title_fullStr Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
title_full_unstemmed Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
title_sort Diagnóstico das deteriorações do betão do Viaduto do Terminal de Petroleiros
author Andreia Mota Miranda
author_facet Andreia Mota Miranda
Madalena Teles
author_role author
author2 Madalena Teles
author2_role author
dc.contributor.author.fl_str_mv Andreia Mota Miranda
Madalena Teles
dc.subject.por.fl_str_mv Engenharia civil
Civil engineering
topic Engenharia civil
Civil engineering
description The aim of this work is to make a diagnosis of the deterioration of the concrete of the Terminal de Petroleiros viaduct, located in Leixões harbour. After collecting and analyzing all the information about the characteristics of different materials used in concrete and its composition and properties, a visual inspection of the structure was made, and all relevant evidence of deterioration was recorded and photographed. Some samples of apparently non-deteriorated and visually deteriorated concrete were extracted for analysis. The carbonation and chloride ingress were determined in samples of concrete apparently non-deteriorated as well as compressive strength, porosity at 48 hours. All samples were observed and analyzed by electronic microscopy.
publishDate 2010
dc.date.none.fl_str_mv 2010
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dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/68794
url https://hdl.handle.net/10216/68794
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