TY - JOUR
T1 - RILEM TC 279 WMR round robin study on waste polyethylene modified bituminous binders : advantages and challenges
AU - Tušar, Marjan
AU - Kakar, Muhammad Rafiq
AU - Poulikakos, Lily D.
AU - Pasquini, Emiliano
AU - Baliello, Andrea
AU - Pasetto, Marco
AU - Porot, Laurent
AU - Wang, Di
AU - Cannone Falchetto, Augusto
AU - Dalmazzo, Davide
AU - Lo Presti, Davide
AU - Giancontieri, Gaspare
AU - Varveri, Aikaterini
AU - Veropalumbo, Rosa
AU - Viscione, Nunzio
AU - Vasconcelos, Kamilla
AU - Carter, Alan
N1 - Publisher Copyright:
© 2022 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2023/2/1
Y1 - 2023/2/1
N2 - Inter-laboratory experiments were designed to evaluate the impact of plastic waste blended directly in bitumen and to assess the properties, using conventional and advanced bituminous binder testing. The blends targeted 5% of plastic waste in 95% bitumen, using two types of polyethylene (PE) primary (pellets) and secondary (shreds) waste. The experiments showed that the addition of PE waste to bitumen does not alter the chemistry of the bitumen, the blending is physical. The DSR results indicate a strong dependency on the testing temperature as at low temperatures the composite material bitumen and PE behave both elastically whereas, at higher temperatures, the bitumen becomes viscoelastic. The MSCR tests indicated that the neat binder is more sensitive to permanent deformation compared to the blends with PE. The fatigue performance using the Linear Amplitude Sweep test showed a better performance in terms of stress and fatigue life for the PE blends.
AB - Inter-laboratory experiments were designed to evaluate the impact of plastic waste blended directly in bitumen and to assess the properties, using conventional and advanced bituminous binder testing. The blends targeted 5% of plastic waste in 95% bitumen, using two types of polyethylene (PE) primary (pellets) and secondary (shreds) waste. The experiments showed that the addition of PE waste to bitumen does not alter the chemistry of the bitumen, the blending is physical. The DSR results indicate a strong dependency on the testing temperature as at low temperatures the composite material bitumen and PE behave both elastically whereas, at higher temperatures, the bitumen becomes viscoelastic. The MSCR tests indicated that the neat binder is more sensitive to permanent deformation compared to the blends with PE. The fatigue performance using the Linear Amplitude Sweep test showed a better performance in terms of stress and fatigue life for the PE blends.
KW - Asphalt
KW - performance
KW - plastics
KW - polyethylene
KW - waste
UR - http://www.scopus.com/inward/record.url?scp=85122321081&partnerID=8YFLogxK
U2 - 10.1080/14680629.2021.2017330
DO - 10.1080/14680629.2021.2017330
M3 - Article
AN - SCOPUS:85122321081
VL - 24
SP - 311
EP - 339
JO - Road Materials and Pavement Design
JF - Road Materials and Pavement Design
SN - 1468-0629
IS - 2
ER -