Avaliação da influência da granulometria na aderência pneu-pavimento

Detalhes bibliográficos
Ano de defesa: 2013
Autor(a) principal: Rodrigues, Amanda Cavalcante
Orientador(a): Soares, Jorge Barbosa
Banca de defesa: Não Informado pela instituição
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Não Informado pela instituição
Programa de Pós-Graduação: Não Informado pela instituição
Departamento: Não Informado pela instituição
País: Não Informado pela instituição
Palavras-chave em Português:
Link de acesso: http://www.repositorio.ufc.br/handle/riufc/11176
Resumo: A difficulty that affects pavement contractors regarding road safety is to achieve minimum values of surface friction required to the pavement in the field. Minimum values of microtexture tested through the British pendulum and ranges of macrotexture tested by the sand patch test are found in the DNIT Manual of Asphalt Pavements Restoration (2006). In situations where the friction parameters are controlled, oftentimes the pavement needs to be reexecuted when the micro and macrotexture do not meet the required values. This is a problem only observed during the construction phase as friction is not determined indirectly in the laboratory during the design phase. Research indicates that changes in the properties of the aggregates and the particle size can affect the microtexture and macrotexture of the surface course. In order to contribute to the topic of friction, seeking the prediction of this parameter in the laboratory, this work aimed to develop a methodology capable of evaluating gradations and the effect of the sieve fractions of materials in the of pavement surface friction. The proposed methodology consisted in comparing the texture of the asphalt mixture compacted in laboratory, and field tests using sand patch and British pendulum. It also aimed to develop a model to predict the value of macrotexture of the surface course through the gradation of the asphalt mixtures studied. The model was composed by data of retained fractions in sieve #40 to 3/8". The main results obtained led to the conclusion that the methodology developed in the laboratory was consistent in the aspect of microtexture between field and laboratory. Regarding the model, there was a satisfactory correlation, indicating the potential of predicting macrotexture in the design phase from the mixture gradation
id UFC-7_e37278a3465cb31aa9c4a58e41a6d5d4
oai_identifier_str oai:repositorio.ufc.br:riufc/11176
network_acronym_str UFC-7
network_name_str Repositório Institucional da Universidade Federal do Ceará (UFC)
repository_id_str
spelling Rodrigues, Amanda CavalcanteSoares, Jorge Barbosa2015-03-31T14:11:31Z2015-03-31T14:11:31Z2013RODRIGUES, Amanda Cavalcante. Avaliação da influência da granulometria na aderência pneu-pavimento. 2013. 98 f. Dissertação (Mestrado em Engenharia de Transportes)–Centro de Tecnologia, Universidade Federal do Ceará, Fortaleza, 2013.http://www.repositorio.ufc.br/handle/riufc/11176A difficulty that affects pavement contractors regarding road safety is to achieve minimum values of surface friction required to the pavement in the field. Minimum values of microtexture tested through the British pendulum and ranges of macrotexture tested by the sand patch test are found in the DNIT Manual of Asphalt Pavements Restoration (2006). In situations where the friction parameters are controlled, oftentimes the pavement needs to be reexecuted when the micro and macrotexture do not meet the required values. This is a problem only observed during the construction phase as friction is not determined indirectly in the laboratory during the design phase. Research indicates that changes in the properties of the aggregates and the particle size can affect the microtexture and macrotexture of the surface course. In order to contribute to the topic of friction, seeking the prediction of this parameter in the laboratory, this work aimed to develop a methodology capable of evaluating gradations and the effect of the sieve fractions of materials in the of pavement surface friction. The proposed methodology consisted in comparing the texture of the asphalt mixture compacted in laboratory, and field tests using sand patch and British pendulum. It also aimed to develop a model to predict the value of macrotexture of the surface course through the gradation of the asphalt mixtures studied. The model was composed by data of retained fractions in sieve #40 to 3/8". The main results obtained led to the conclusion that the methodology developed in the laboratory was consistent in the aspect of microtexture between field and laboratory. Regarding the model, there was a satisfactory correlation, indicating the potential of predicting macrotexture in the design phase from the mixture gradationUma dificuldade que acomete as empresas de construção pesada em relação à segurança viária é atingir valores mínimos de aderência exigidos em campo para o revestimento de pavimentos. Valores mínimos de microtextura, ensaiados através do pêndulo britânico, e faixas de macrotextura, ensaiadas pelo ensaio de mancha de areia, são encontrados no Manual de Restauração de Pavimentos Asfálticos do DNIT de 2006. Nas situações onde esses parâmetros ligados à aderência são controlados, o revestimento precisa ser reexecutado quando a micro e a macrotextura não se aproximam do exigido pelas normas. Trata-se de um problema apenas observado durante a fase de construção, uma vez que não se determina a aderência em laboratório, na fase de projeto. Pesquisas apontam que as mudanças nas propriedades dos agregados e na granulometria podem afetar a micro e a macrotextura da camada de rolamento. A fim de contribuir na questão da aderência, buscando a previsão desse parâmetro ainda indiretamente em laboratório, objetivou-se desenvolver uma metodologia capaz de testar granulometrias para verificar o efeito das frações dos materiais das peneiras nesta aderência da superfície do pavimento. A metodologia proposta consistiu em comparar a textura da massa asfáltica compactada em campo e em laboratório utilizando os ensaios de mancha de areia e de pêndulo britânico. Objetivou-se, ainda, desenvolver um modelo capaz de predizer o valor de macrotextura da camada de rolamento através de granulometrias das misturas asfálticas estudadas. O modelo foi composto por dados de frações retidas entre as peneiras nº40 e 3/8”. Os principais resultados obtidos levaram à conclusão de que a metodologia desenvolvida em laboratório foi consistente no aspecto de microtextura entre campo e laboratório. Em relação ao modelo, houve uma correlação considerada satisfatória, portanto, indicando o potencial da previsão da macrotextura ainda na fase de projeto a partir da granulometria a adotarTransportesAtritoPavimentosSegurança viáriaAvaliação da influência da granulometria na aderência pneu-pavimentoGranulometry influence the evaluation in tire-pavement adherenceinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisporreponame:Repositório Institucional da Universidade Federal do Ceará (UFC)instname:Universidade Federal do Ceará (UFC)instacron:UFCinfo:eu-repo/semantics/openAccessORIGINAL2013_dis_acrodrigues.pdf2013_dis_acrodrigues.pdfapplication/pdf3131500http://repositorio.ufc.br/bitstream/riufc/11176/1/2013_dis_acrodrigues.pdf790db5842fefef461b0d43b1e907336bMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81786http://repositorio.ufc.br/bitstream/riufc/11176/2/license.txt8c4401d3d14722a7ca2d07c782a1aab3MD52riufc/111762021-05-28 16:13:01.661oai:repositorio.ufc.br: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Repositório InstitucionalPUBhttp://www.repositorio.ufc.br/ri-oai/requestbu@ufc.br || repositorio@ufc.bropendoar:2021-05-28T19:13:01Repositório Institucional da Universidade Federal do Ceará (UFC) - Universidade Federal do Ceará (UFC)false
dc.title.pt_BR.fl_str_mv Avaliação da influência da granulometria na aderência pneu-pavimento
dc.title.en.pt_BR.fl_str_mv Granulometry influence the evaluation in tire-pavement adherence
title Avaliação da influência da granulometria na aderência pneu-pavimento
spellingShingle Avaliação da influência da granulometria na aderência pneu-pavimento
Rodrigues, Amanda Cavalcante
Transportes
Atrito
Pavimentos
Segurança viária
title_short Avaliação da influência da granulometria na aderência pneu-pavimento
title_full Avaliação da influência da granulometria na aderência pneu-pavimento
title_fullStr Avaliação da influência da granulometria na aderência pneu-pavimento
title_full_unstemmed Avaliação da influência da granulometria na aderência pneu-pavimento
title_sort Avaliação da influência da granulometria na aderência pneu-pavimento
author Rodrigues, Amanda Cavalcante
author_facet Rodrigues, Amanda Cavalcante
author_role author
dc.contributor.author.fl_str_mv Rodrigues, Amanda Cavalcante
dc.contributor.advisor1.fl_str_mv Soares, Jorge Barbosa
contributor_str_mv Soares, Jorge Barbosa
dc.subject.por.fl_str_mv Transportes
Atrito
Pavimentos
Segurança viária
topic Transportes
Atrito
Pavimentos
Segurança viária
description A difficulty that affects pavement contractors regarding road safety is to achieve minimum values of surface friction required to the pavement in the field. Minimum values of microtexture tested through the British pendulum and ranges of macrotexture tested by the sand patch test are found in the DNIT Manual of Asphalt Pavements Restoration (2006). In situations where the friction parameters are controlled, oftentimes the pavement needs to be reexecuted when the micro and macrotexture do not meet the required values. This is a problem only observed during the construction phase as friction is not determined indirectly in the laboratory during the design phase. Research indicates that changes in the properties of the aggregates and the particle size can affect the microtexture and macrotexture of the surface course. In order to contribute to the topic of friction, seeking the prediction of this parameter in the laboratory, this work aimed to develop a methodology capable of evaluating gradations and the effect of the sieve fractions of materials in the of pavement surface friction. The proposed methodology consisted in comparing the texture of the asphalt mixture compacted in laboratory, and field tests using sand patch and British pendulum. It also aimed to develop a model to predict the value of macrotexture of the surface course through the gradation of the asphalt mixtures studied. The model was composed by data of retained fractions in sieve #40 to 3/8". The main results obtained led to the conclusion that the methodology developed in the laboratory was consistent in the aspect of microtexture between field and laboratory. Regarding the model, there was a satisfactory correlation, indicating the potential of predicting macrotexture in the design phase from the mixture gradation
publishDate 2013
dc.date.issued.fl_str_mv 2013
dc.date.accessioned.fl_str_mv 2015-03-31T14:11:31Z
dc.date.available.fl_str_mv 2015-03-31T14:11:31Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv RODRIGUES, Amanda Cavalcante. Avaliação da influência da granulometria na aderência pneu-pavimento. 2013. 98 f. Dissertação (Mestrado em Engenharia de Transportes)–Centro de Tecnologia, Universidade Federal do Ceará, Fortaleza, 2013.
dc.identifier.uri.fl_str_mv http://www.repositorio.ufc.br/handle/riufc/11176
identifier_str_mv RODRIGUES, Amanda Cavalcante. Avaliação da influência da granulometria na aderência pneu-pavimento. 2013. 98 f. Dissertação (Mestrado em Engenharia de Transportes)–Centro de Tecnologia, Universidade Federal do Ceará, Fortaleza, 2013.
url http://www.repositorio.ufc.br/handle/riufc/11176
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
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)
bitstream.url.fl_str_mv http://repositorio.ufc.br/bitstream/riufc/11176/1/2013_dis_acrodrigues.pdf
http://repositorio.ufc.br/bitstream/riufc/11176/2/license.txt
bitstream.checksum.fl_str_mv 790db5842fefef461b0d43b1e907336b
8c4401d3d14722a7ca2d07c782a1aab3
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
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_ 1847793192006582272