Rheological characterization of asphalt binders used in strain relief asphalt mixtures (SRAM)

The use of ´interlayers´ that tolerate high tensile and shear strain that exists above cracks in deteriorated pavements is becoming an interesting solution to prevent reflective cracking. Recent advances in polymer technology have led to binders that can be used to produce interlayer mixtures with g...

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Detalhes bibliográficos
Autores: Vasconcelos, Kamilla Lima, Bernucci, Liedi Légi Bariani, Takahashi, Marcia Midori, Castelo Branco, Verônica Teixeira Franco
Formato: artículo
Estado:Versión publicada
Fecha de publicación:2017
País:Brasil
Recursos:Universidade Federal do Ceará (UFC)
Repositorio:Repositório Institucional da Universidade Federal do Ceará (UFC)
Idioma:inglés
OAI Identifier:oai:repositorio.ufc.br:riufc/37893
Acesso em linha:http://www.repositorio.ufc.br/handle/riufc/37893
Access Level:acceso abierto
Palavra-chave:Transportes
Misturas de emulsão asfáltica
Reologia
Asfalto modificado com polímeros
Polymer-modified asphalt
Asphalt mixture interlayer
Rheology
Descrição
Resumo:The use of ´interlayers´ that tolerate high tensile and shear strain that exists above cracks in deteriorated pavements is becoming an interesting solution to prevent reflective cracking. Recent advances in polymer technology have led to binders that can be used to produce interlayer mixtures with good mechanical properties. In this study, two polymer-modified asphalt binders were evaluated, both from the production of strain relief asphalt mixtures used as interlayers in the field. The binder characterization was presented in two groups: (i) the empirical tests required in the Brazilian specification, and (ii) the rheological properties (frequency/temperature sweep and MSCR tests). Results showed that the difference in rheological properties of the asphalt binder used for strain relief asphalt mixtures did not follow the same difference obtained according to the empirical tests of the Brazilian specification. The G*/sinδ and MSCR parameters (Jnr and percentage of recovery) were able to differentiate the asphalt binders, but the MSCR parameters were more sensitive.