Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders (2019)
- Authors:
- USP affiliated authors: BERNUCCI, LIEDI LÉGI BARIANI - EP ; SAVASINI, KAMILLA VASCONCELOS - EP
- Unidade: EP
- DOI: 10.1177/0361198119836769
- Subjects: FADIGA DOS MATERIAIS; PAVIMENTOS FLEXÍVEIS; LIGANTES; POLÍMEROS (MATERIAIS); PAVIMENTAÇÃO DE ASFALTO-BORRACHA
- Language: Inglês
- Abstract: Fatigue cracking and rutting are among the major types of distresses to be considered in flexible pavement design. In this context, the choice of the asphalt binder plays a major role in both the fatigue behavior and permanent deformation resistance of the asphalt mixture. This study was conducted to assess the permanent deformation and fatigue behavior of a field-blended rubber-asphalt (CRMA) and compare the results with typical binders used in Brazil. The neat binder used for modification was also employed as a control and as a base for polymer modification (SBSA). The binders were evaluated using the multiple stress creep and recovery (MSCR) for permanent deformation behavior, and the time sweep (TST) and linear amplitude sweep (LAS) tests for fatigue behavior. Modification of the neat binder resulted in an increase in percentage recovery in the MSCR, whereas the percentage recovery for CRMA was the highest among the three binders at any given temperature. The non-recoverable creep compliance for the CRMA was lower than that exhibited by the neat and SBSA binders for both stress levels for the range of temperatures tested. Binder modification resulted in an improved fatigue behavior compared with the neat binder according to the TST and LAS, whereas rubber modification resulted in the best fatigue behavior. Fatigue life prediction by TST was consistently higher than fatigue life prediction in the LAS test, probably because different criteria were used for determining failure in each test (ranking of the binders remained constant regardless of the criteria used)
- Imprenta:
- Publisher place: Washington
- Date published: 2019
- Source:
- Título do periódico: Transportation Research Record
- ISSN: 0361-1981
- Volume/Número/Paginação/Ano: First Published 24 Mar. 2019
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
CAMARGO, Felipe Filizzola e VASCONCELOS, Kamilla e BERNUCCI, Liedi Légi Bariani. Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders. Transportation Research Record, 2019Tradução . . Disponível em: https://doi.org/10.1177/0361198119836769. Acesso em: 19 set. 2024. -
APA
Camargo, F. F., Vasconcelos, K., & Bernucci, L. L. B. (2019). Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders. Transportation Research Record. doi:10.1177/0361198119836769 -
NLM
Camargo FF, Vasconcelos K, Bernucci LLB. Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders [Internet]. Transportation Research Record. 2019 ;[citado 2024 set. 19 ] Available from: https://doi.org/10.1177/0361198119836769 -
Vancouver
Camargo FF, Vasconcelos K, Bernucci LLB. Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders [Internet]. Transportation Research Record. 2019 ;[citado 2024 set. 19 ] Available from: https://doi.org/10.1177/0361198119836769 - Laboratory and field evaluation of cold recycling mixture with foamed asphalt
- Evaluation of the laboratory compaction method on the air voids and the mechanical behavior of hot mix 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
- Aging characterization of biobinder produced from renewable sources
- Triaxial resilient modulus regression models for cold recycled asphalt mixtures
- Efeito da umidade inicial e do tempo de cura nas propriedades mecânicas de misturas solo-cimento
- Design of cold recycled mixes with asphalt emulsion and portland cement
- Influência do tipo de ligante no projeto de misturas asfálticas finas e delgadas
- Evaluation of binder blending on warm mix asphalt recycling
Informações sobre o DOI: 10.1177/0361198119836769 (Fonte: oaDOI API)
Download do texto completo
| Tipo | Nome | Link | |
|---|---|---|---|
 | Bernucci-2019-laboratory.... |
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
