TY - JOUR
T1 - Effects of copolymers on rheological and performance of binders and stone matrix asphalt mixtures
AU - Babagoli, Rezvan
AU - Ameli, Alireza
AU - Asadi, Somayeh
N1 - Publisher Copyright:
© 2022 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2023
Y1 - 2023
N2 - This research examines the effect of Nano-high density polyethylene (NHDPE) and SBR (Styrene–Butadiene Rubber) additives on the binders and stone matrix asphalt (SMA) mixtures’ performance behaviours. AC-60/70 binder, NHDPE (0%, 2%, and 4% by weight of binder), and styrene butadiene rubber (SBR) (0%, 2%, and 4%, by weight of bitumen) are utilised. Besides, the impact of the combination of SBR (1% and 3%) with NHDPE (1% and 3%) on the rheological behaviour of bitumen and the mechanical properties of the mixture was assessed. The results of the experimental tests were statistically evaluated using a two-factor analysis of variance (ANOVA). According to the rheological behaviour test, using both SBR and NHDPE additives not only enhance binders’ rutting and fatigue resistance as well as phase separation but also decrease binders’ low-temperature resistance. Besides, adding SBR, NHDPE, and NHDPE/SBR enhances the fatigue and rutting resistance of binders. The utilisation of both SBR and NHDPE increases the permanent deformation resistance, MR, ITS, fracture energy, and fatigue properties of a specimen. It was also found that NHDPE in comparison with SBR has a better impact in enhancing the performance of the mixture.
AB - This research examines the effect of Nano-high density polyethylene (NHDPE) and SBR (Styrene–Butadiene Rubber) additives on the binders and stone matrix asphalt (SMA) mixtures’ performance behaviours. AC-60/70 binder, NHDPE (0%, 2%, and 4% by weight of binder), and styrene butadiene rubber (SBR) (0%, 2%, and 4%, by weight of bitumen) are utilised. Besides, the impact of the combination of SBR (1% and 3%) with NHDPE (1% and 3%) on the rheological behaviour of bitumen and the mechanical properties of the mixture was assessed. The results of the experimental tests were statistically evaluated using a two-factor analysis of variance (ANOVA). According to the rheological behaviour test, using both SBR and NHDPE additives not only enhance binders’ rutting and fatigue resistance as well as phase separation but also decrease binders’ low-temperature resistance. Besides, adding SBR, NHDPE, and NHDPE/SBR enhances the fatigue and rutting resistance of binders. The utilisation of both SBR and NHDPE increases the permanent deformation resistance, MR, ITS, fracture energy, and fatigue properties of a specimen. It was also found that NHDPE in comparison with SBR has a better impact in enhancing the performance of the mixture.
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U2 - 10.1080/10298436.2022.2124250
DO - 10.1080/10298436.2022.2124250
M3 - Article
AN - SCOPUS:85139137900
SN - 1029-8436
VL - 24
JO - International Journal of Pavement Engineering
JF - International Journal of Pavement Engineering
IS - 2
M1 - 2124250
ER -