Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures (2019)
- Authors:
- USP affiliated authors: SAVASINI, KAMILLA VASCONCELOS - EP ; BERNUCCI, LIEDI LÉGI BARIANI - EP ; KUCHIISHI, ANDRÉ KAZUO - EP
- Unidade: EP
- DOI: 10.1080/10298436.2019.1655564
- Subjects: ASFALTO; PAVIMENTAÇÃO ASFÁLTICA
- Agências de fomento:
- Language: Inglês
- Abstract: Cold recycled asphalt mixtures (CRAMs) are generally comprised by reclaimed asphalt pavement, virgin aggregates, bitumen stabilising agents (asphalt emulsion or foamed asphalt) and active filler (Portland cement or hydrated lime). Depending on the type and content of each mixture constituent, the CRAM may exhibit different mechanical behaviours. The aim of this study is to evaluate the influence of mixture composition on the mechanical behaviour of CRAMs. The materials used were collected during the construction of an experimental test section and were used as base course mixtures. From triaxial resilient modulus test and dynamic modulus test, it was found that the type and content of bitumen stabilising agent and active filler substantially influence the behaviour of the CRAM. From triaxial resilient modulus tests, it was observed that the mixtures with cement addition behaved similarly to cementitious materials (independent of the confining pressure), while the ones with hydrated lime resembled a granular material (dependent of the stress-state). The dynamic modulus test results indicated that the CRAMs also exhibit viscoelastic properties. Besides, the test provided a clear difference between mixtures stabilised with either asphalt emulsion or foamed asphalt
- Imprenta:
- Source:
- Título do periódico: International Journal of Pavement Engineering
- ISSN: 1029-8436
- Volume/Número/Paginação/Ano: Published online: 20 Aug. 2019
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
KUCHIISHI, André Kazuo e VASCONCELOS, Kamilla e BERNUCCI, Liedi Légi Bariani. Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures. International Journal of Pavement Engineering, 2019Tradução . . Disponível em: https://doi.org/10.1080/10298436.2019.1655564. Acesso em: 12 maio 2024. -
APA
Kuchiishi, A. K., Vasconcelos, K., & Bernucci, L. L. B. (2019). Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures. International Journal of Pavement Engineering. doi:10.1080/10298436.2019.1655564 -
NLM
Kuchiishi AK, Vasconcelos K, Bernucci LLB. Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures [Internet]. International Journal of Pavement Engineering. 2019 ;[citado 2024 maio 12 ] Available from: https://doi.org/10.1080/10298436.2019.1655564 -
Vancouver
Kuchiishi AK, Vasconcelos K, Bernucci LLB. Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures [Internet]. International Journal of Pavement Engineering. 2019 ;[citado 2024 maio 12 ] Available from: https://doi.org/10.1080/10298436.2019.1655564 - Field Evaluation of High Level Roads with Foamed Bitumen Stabilized Base Layers
- Influência da velocidade de carregamento e temperatura no comportamento mecânico de misturas recicladas a frio com emulsão asfáltica e espuma de asfalto
- Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation
- Investigation of the matric suction role on the curing mechanism of foamed asphalt stabilised mixtures
- 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 and field evaluation of cold recycling mixture with foamed asphalt
- Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders
- 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: 10.1080/10298436.2019.1655564 (Fonte: oaDOI API)
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