Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation (2019)
- Authors:
- USP affiliated authors: SAVASINI, KAMILLA VASCONCELOS - EP ; BERNUCCI, LIEDI LÉGI BARIANI - EP ; ANTÃO, CAMILA CHRISTINE DOS SANTOS - EP ; KUCHIISHI, ANDRÉ KAZUO - EP
- Unidade: EP
- DOI: 10.1080/14680629.2019.1633781
- Subjects: ESPUMA DE ASFALTO; PAVIMENTOS FLEXÍVEIS
- Language: Inglês
- Abstract: Cold recycled asphalt mixtures (CRAMs) have been widely used in pavement construction and rehabilitation of base courses. Some studies describe it as granular materials, without stiffness dependency regarding temperature or frequency variation, while other researches state that it resembles a viscoelastic material. This indicates that the CRAMs mechanical behaviour is not fully understood. In the present study, dynamic modulus tests were conducted with CRAMs samples and the master curves suggested a viscoelastic behaviour for this type of mixture. The dynamic modulus results were used as input data in 3D-Move Analysis software and the pavement structure was simulated at different temperature conditions based on temperature instrumentation data collected from the field. It was found that the temperature dependency of CRAMs’ stiffness influences pavement mechanical behaviour. Besides, the relative stiffness between CRAMs and AC layers plays a major role in pavement response for varying temperatures. Therefore, CRAM's viscoelastic properties cannot be neglected
- Imprenta:
- Source:
- Título: Road Materials and Pavement Design
- ISSN: 1468-0629
- Volume/Número/Paginação/Ano: 15 p., 2019
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
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ABNT
KUCHIISHI, André Kazuo et al. Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation. Road Materials and Pavement Design, p. 15 , 2019Tradução . . Disponível em: https://doi.org/10.1080/14680629.2019.1633781. Acesso em: 08 out. 2024. -
APA
Kuchiishi, A. K., Antão, C. C. dos S., Vasconcelos, K., & Bernucci, L. L. B. (2019). Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation. Road Materials and Pavement Design, 15 . doi:10.1080/14680629.2019.1633781 -
NLM
Kuchiishi AK, Antão CC dos S, Vasconcelos K, Bernucci LLB. Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation [Internet]. Road Materials and Pavement Design. 2019 ;15 .[citado 2024 out. 08 ] Available from: https://doi.org/10.1080/14680629.2019.1633781 -
Vancouver
Kuchiishi AK, Antão CC dos S, Vasconcelos K, Bernucci LLB. Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation [Internet]. Road Materials and Pavement Design. 2019 ;15 .[citado 2024 out. 08 ] Available from: https://doi.org/10.1080/14680629.2019.1633781 - Influência da velocidade de carregamento e temperatura no comportamento mecânico de misturas recicladas a frio com emulsão asfáltica e espuma de asfalto
- Investigation of the matric suction role on the curing mechanism of foamed asphalt stabilised mixtures
- Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures
- Field Evaluation of High Level Roads with Foamed Bitumen Stabilized Base Layers
- Effect of temperature on the fatigue behavior of asphalt binder
- Evaluation of the laboratory compaction method on the air voids and the mechanical behavior of hot mix asphalt
- Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders
- Laboratory and field evaluation of cold recycling mixture with foamed asphalt
- Structural evaluation of cold recycling mixture with foamed asphalt
- Avaliação do comportamento estrutural de pavimentos por meio de adoção de parâmetros de bacia deflectométrica
Informações sobre o DOI: 10.1080/14680629.2019.1633781 (Fonte: oaDOI API)
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