Development of a laboratory test for characterization of asphalt-aggregate adhesion

Bibliographic Details
Main Author: Pais, Jorge C.
Publication Date: 2002
Other Authors: Silva, Hugo Manuel Ribeiro Dias da, Pereira, Paulo A. A.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://hdl.handle.net/1822/14418
Summary: The mechanical properties of bituminous mixtures depend on the adhesion between mastic and aggregate, as well as on the cohesion within the mastic. These properties vary as a function of the composition of the bituminous mixture, of the chemical and physical features of the aggregate and bitumen and of the condition under which the mixing is carried out. It is thus fundamental to develop an adhesion test, which is of easy execution and, at the same time, represents correctly the bituminous mixture and its mechanical behaviour, essentially the aggregate-mastic adhesion. The test described here simulates the behaviour of a small representative specimen of the bituminous material subject to increasing tension or shear force, inducing rupture of the aggregate-mastic bond. The specimens have a prismatic shape and comprise a single large piece of aggregate between two layers of mastic. The efficiency of the aggregate-mastic bond will be evaluated by the necessary force to rupture the specimen and by the form of rupture. The results obtained from this test will not only allow the features which most influence the adhesion of mastic to aggregate to be established, but also reveal the best aggregate-fines-binder combinations as a function of the type of aggregate and bituminous mixture.
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spelling Development of a laboratory test for characterization of asphalt-aggregate adhesionBituminous mixturesAggregateAdhesionAsphaltThe mechanical properties of bituminous mixtures depend on the adhesion between mastic and aggregate, as well as on the cohesion within the mastic. These properties vary as a function of the composition of the bituminous mixture, of the chemical and physical features of the aggregate and bitumen and of the condition under which the mixing is carried out. It is thus fundamental to develop an adhesion test, which is of easy execution and, at the same time, represents correctly the bituminous mixture and its mechanical behaviour, essentially the aggregate-mastic adhesion. The test described here simulates the behaviour of a small representative specimen of the bituminous material subject to increasing tension or shear force, inducing rupture of the aggregate-mastic bond. The specimens have a prismatic shape and comprise a single large piece of aggregate between two layers of mastic. The efficiency of the aggregate-mastic bond will be evaluated by the necessary force to rupture the specimen and by the form of rupture. The results obtained from this test will not only allow the features which most influence the adhesion of mastic to aggregate to be established, but also reveal the best aggregate-fines-binder combinations as a function of the type of aggregate and bituminous mixture.Universidade do MinhoPais, Jorge C.Silva, Hugo Manuel Ribeiro Dias daPereira, Paulo A. A.2002-042002-04-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/14418enginfo:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T06:39:16Zoai:repositorium.sdum.uminho.pt:1822/14418Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T16:00:17.636284Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Development of a laboratory test for characterization of asphalt-aggregate adhesion
title Development of a laboratory test for characterization of asphalt-aggregate adhesion
spellingShingle Development of a laboratory test for characterization of asphalt-aggregate adhesion
Pais, Jorge C.
Bituminous mixtures
Aggregate
Adhesion
Asphalt
title_short Development of a laboratory test for characterization of asphalt-aggregate adhesion
title_full Development of a laboratory test for characterization of asphalt-aggregate adhesion
title_fullStr Development of a laboratory test for characterization of asphalt-aggregate adhesion
title_full_unstemmed Development of a laboratory test for characterization of asphalt-aggregate adhesion
title_sort Development of a laboratory test for characterization of asphalt-aggregate adhesion
author Pais, Jorge C.
author_facet Pais, Jorge C.
Silva, Hugo Manuel Ribeiro Dias da
Pereira, Paulo A. A.
author_role author
author2 Silva, Hugo Manuel Ribeiro Dias da
Pereira, Paulo A. A.
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Pais, Jorge C.
Silva, Hugo Manuel Ribeiro Dias da
Pereira, Paulo A. A.
dc.subject.por.fl_str_mv Bituminous mixtures
Aggregate
Adhesion
Asphalt
topic Bituminous mixtures
Aggregate
Adhesion
Asphalt
description The mechanical properties of bituminous mixtures depend on the adhesion between mastic and aggregate, as well as on the cohesion within the mastic. These properties vary as a function of the composition of the bituminous mixture, of the chemical and physical features of the aggregate and bitumen and of the condition under which the mixing is carried out. It is thus fundamental to develop an adhesion test, which is of easy execution and, at the same time, represents correctly the bituminous mixture and its mechanical behaviour, essentially the aggregate-mastic adhesion. The test described here simulates the behaviour of a small representative specimen of the bituminous material subject to increasing tension or shear force, inducing rupture of the aggregate-mastic bond. The specimens have a prismatic shape and comprise a single large piece of aggregate between two layers of mastic. The efficiency of the aggregate-mastic bond will be evaluated by the necessary force to rupture the specimen and by the form of rupture. The results obtained from this test will not only allow the features which most influence the adhesion of mastic to aggregate to be established, but also reveal the best aggregate-fines-binder combinations as a function of the type of aggregate and bituminous mixture.
publishDate 2002
dc.date.none.fl_str_mv 2002-04
2002-04-01T00:00:00Z
dc.type.driver.fl_str_mv conference paper
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/14418
url http://hdl.handle.net/1822/14418
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language eng
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