Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete

Radević, Aleksandar; Đureković, Aleksandar; Zakić, Dimitrije; Mladenović, Goran

doi:10.1016/j.conbuildmat.2017.01.043

Samo za registrovane korisnike

2017

Autori

Radević, Aleksandar

Đureković, Aleksandar

Zakić, Dimitrije

Mladenović, Goran

Članak u časopisu (Objavljena verzija)

Metapodaci

Prikaz svih podataka o dokumentu

Apstrakt

The objective of this research was to assess the possibility of using recycled concrete aggregate (RCA) in asphalt mixtures. The experimental research included 10 asphalt mixtures with partial natural aggregate substitution by RCA, which ranged from 15% to 45% of fine ( le c.4 mm), coarse (4/22.4 mm) and both fine and coarse aggregate. The optimum bitumen content increased with increasing RCA content. The use of RCA had no significant influence on the permanent deformation, while the stiffness modulus of asphalt mixtures with RCA was lower compared with the control mixture, especially at high frequencies. The results indicate that RCA can be successfully used in asphalt mixtures.

Ključne reči:

Asphalt mixture / Recycled concrete aggregate / Stiffness modulus / Permanent deformation / Optimum bitumen content

Izvor:
Construction and Building Materials, 2017, 136, 386-393

Izdavač:

Elsevier Ltd

Finansiranje / projekti:

DOI: 10.1016/j.conbuildmat.2017.01.043

ISSN: 0950-0618

WoS: 000395967300037

Scopus: 2-s2.0-85010369464

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	34
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URI

https://grafar.grf.bg.ac.rs/handle/123456789/845

Kolekcije

Institucija/grupa

GraFar

TY  - JOUR
AU  - Radević, Aleksandar
AU  - Đureković, Aleksandar
AU  - Zakić, Dimitrije
AU  - Mladenović, Goran
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/845
AB  - The objective of this research was to assess the possibility of using recycled concrete aggregate (RCA) in asphalt mixtures. The experimental research included 10 asphalt mixtures with partial natural aggregate substitution by RCA, which ranged from 15% to 45% of fine (  le c.4 mm), coarse (4/22.4 mm) and both fine and coarse aggregate. The optimum bitumen content increased with increasing RCA content. The use of RCA had no significant influence on the permanent deformation, while the stiffness modulus of asphalt mixtures with RCA was lower compared with the control mixture, especially at high frequencies. The results indicate that RCA can be successfully used in asphalt mixtures.
PB  - Elsevier Ltd
T2  - Construction and Building Materials
T1  - Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete
EP  - 393
SP  - 386
VL  - 136
DO  - 10.1016/j.conbuildmat.2017.01.043
UR  - conv_1879
ER  -

@article{
author = "Radević, Aleksandar and Đureković, Aleksandar and Zakić, Dimitrije and Mladenović, Goran",
year = "2017",
abstract = "The objective of this research was to assess the possibility of using recycled concrete aggregate (RCA) in asphalt mixtures. The experimental research included 10 asphalt mixtures with partial natural aggregate substitution by RCA, which ranged from 15% to 45% of fine (  le c.4 mm), coarse (4/22.4 mm) and both fine and coarse aggregate. The optimum bitumen content increased with increasing RCA content. The use of RCA had no significant influence on the permanent deformation, while the stiffness modulus of asphalt mixtures with RCA was lower compared with the control mixture, especially at high frequencies. The results indicate that RCA can be successfully used in asphalt mixtures.",
publisher = "Elsevier Ltd",
journal = "Construction and Building Materials",
title = "Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete",
pages = "393-386",
volume = "136",
doi = "10.1016/j.conbuildmat.2017.01.043",
url = "conv_1879"
}

Radević, A., Đureković, A., Zakić, D.,& Mladenović, G.. (2017). Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete. in Construction and Building Materials
Elsevier Ltd., 136, 386-393.
https://doi.org/10.1016/j.conbuildmat.2017.01.043
conv_1879

Radević A, Đureković A, Zakić D, Mladenović G. Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete. in Construction and Building Materials. 2017;136:386-393.
doi:10.1016/j.conbuildmat.2017.01.043
conv_1879 .

Radević, Aleksandar, Đureković, Aleksandar, Zakić, Dimitrije, Mladenović, Goran, "Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete" in Construction and Building Materials, 136 (2017):386-393,
https://doi.org/10.1016/j.conbuildmat.2017.01.043 .,
conv_1879 .