Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation (2016)
- Authors:
- USP affiliated authors: BERNUCCI, LIEDI LÉGI BARIANI - EP ; SAVASINI, KAMILLA VASCONCELOS - EP ; BESSA, IURI SIDNEY - EP
- Unidade: EP
- DOI: 10.1617/s11527-015-0675-6
- Subjects: PAVIMENTAÇÃO ASFÁLTICA; CIMENTO PORTLAND; INFRAESTRUTURA DE TRANSPORTES
- Language: Inglês
- Abstract: The use of recycling techniques in the rehabilitation of old pavements has become an important tool for pavement engineering practices. The reduced costs and the scarce natural resources are the main reason for which the development and improvement of recycling processes have been studied by many researchers around the world. The main objective of this paper is to investigate the structural responses of an asphalt pavement after using deep recycling techniques of granular layers with an addition of cement for the rehabilitation of asphalt pavements. Laboratory analysis using resilient modulus, indirect tensile strength (ITS), and unconfined compressive strength (UCS) tests were performed for mixes with 5 and 6 % of cement content, two compaction energies and three curing periods. In the field, two sections using 250 and 300 mm thicknesses of a recycled base layer were constructed with 5.0 % of cement addition. An evaluation of these experimental test tracks was conducted by performing deflections and by mechanical characterization of samples extracted from the test site at different ages. The results indicated differences in UCS and ITS values for the laboratory mixes. Field specimens from the 300 mm-section presented higher stiffness than the 250 mm. Studies have shown that the resilient moduli determined from nondestructive test based on backcalculation procedures are similar from those determined in the laboratory through modulus of elasticity tests
- Imprenta:
- Source:
- Título do periódico: Materials and Structures
- ISSN: 1359-5997
- Volume/Número/Paginação/Ano: v. 49, n.7, p. 2669–2680, July 2016
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
BESSA, Iuri Sidney; ARANHA, Ana Luisa; VASCONCELOS, Kamilla; SILVA, Amanda Helena Marcandali da; BERNUCCI, Liedi Légi Bariani. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, Dordrecht, v. 49, n. 7, p. 2669–2680, 2016. DOI: 10.1617/s11527-015-0675-6. -
APA
Bessa, I. S., Aranha, A. L., Vasconcelos, K., Silva, A. H. M. da, & Bernucci, L. L. B. (2016). Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, 49( 7), 2669–2680. doi:10.1617/s11527-015-0675-6 -
NLM
Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures. 2016 ; 49( 7): 2669–2680. -
Vancouver
Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures. 2016 ; 49( 7): 2669–2680. - Design of cold recycled mixes with asphalt emulsion and portland cement
- Avaliação de ligantes asfálticos convencionais e modificados em relação ao trincamento por fadiga a partir do uso de resultados reológicos
- Fatigue resistance of asphalt binders and the correlation with asphalt mixture behaviour
- Characterization of neat and modified asphalt binders and mixtures in relation to permanent deformation
- 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
- Evaluation of the laboratory compaction method on the air voids and the mechanical behavior of hot mix asphalt
- Effect of temperature on the fatigue behavior of asphalt binder
- 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: 10.1617/s11527-015-0675-6 (Fonte: oaDOI API)
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