Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene
Само за регистроване кориснике
2023
Аутори
Tušar, MarjanPoulikakos, Lily
Rafiq Kakar, Muhammed
Pasquini, Emiliano
Pasetto, Marco
Porot, Laurent
Cannone Falchetto, Augusto
Carter, Alan
Orozco, Gabirel
Riccardi, Chiara
Vasconcelos, Kamilla
Varveri, Aikaterini
Jing, Ruxin
Pinheiro, Gustavo
Hernando, David
Mikhailenko, Peter
Stoop, Jan
Wouters, Lacy
Miljković, Miomir
Orešković, Marko
![](/themes/MirageGraFar/images/orcid.png)
Viscione, Nunzio
Veropalumbo, Rosa
Saboo, Nikhil
Lachance-Tremblay, Eric
Vaillancourt, Michel
Bueche, Nicolas
Dalmazzo, Davide
Moreno Navarro, Fernando
Lo Presti, Davide
Giancontieri, Gaspare
Поглавље у монографији (Објављена верзија)
![](/themes/MirageGraFar//images/creativecommons/arr.png)
Метаподаци
Приказ свих података о документуАпстракт
RILEM TC-279 WMR task group TG 1 studied the performance of
waste Polyethylene (PE) in bituminous bituminous binder and bituminous mixtures.
Several laboratories participated in this study following a common protocol.
Locally sources aggregates and bituminous binder and same source of waste
PE and were utilized. The binder experiments showed that at high temperatures,
using MSCR tests, PE modified blends had better resistance to permanent deformation
in comparison to the non modified binder. Whereas at low temperatures,
using the LAS tests, fatigue performance of the PE blends could withstand
more loading cycles under low strains; however, it could sustain less loading cycles
under high strains due to the increase in brittleness. Dry process was used
for the mixture experiments in order to bypass the stability and inhomogeneity
experience that was observed at the binder scale. The PE modified mixtures
showed improved workability and increased strength. The higher the PE dos...age
the higher the ITS increase with respect to the values measured for the control
materials (i.e., without any plastic waste) thanks to the improved cohesion of the
plastic modified mastic. The stiffness experiments showed an improved performance
with a lower time dependence and a higher elasticity that were often
measured when plastic was added. The cyclic compression tests demonstrated a
reduced creep rate along with a higher creep modulus thanks to the addition of
PE; similar conclusions can be drawn from the experimental findings coming
from wheel tracking test. Furthermore, acceptable and often improved moisture
resistance was observed for PE modified materials.
Кључне речи:
Bitumen / Asphalt / Bituminous mixture / Waste / PolyethyleneИзвор:
RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads, 2023, 38Издавач:
- Springer Cham
Институција/група
GraFarTY - CHAP AU - Tušar, Marjan AU - Poulikakos, Lily AU - Rafiq Kakar, Muhammed AU - Pasquini, Emiliano AU - Pasetto, Marco AU - Porot, Laurent AU - Cannone Falchetto, Augusto AU - Carter, Alan AU - Orozco, Gabirel AU - Riccardi, Chiara AU - Vasconcelos, Kamilla AU - Varveri, Aikaterini AU - Jing, Ruxin AU - Pinheiro, Gustavo AU - Hernando, David AU - Mikhailenko, Peter AU - Stoop, Jan AU - Wouters, Lacy AU - Miljković, Miomir AU - Orešković, Marko AU - Viscione, Nunzio AU - Veropalumbo, Rosa AU - Saboo, Nikhil AU - Lachance-Tremblay, Eric AU - Vaillancourt, Michel AU - Bueche, Nicolas AU - Dalmazzo, Davide AU - Moreno Navarro, Fernando AU - Lo Presti, Davide AU - Giancontieri, Gaspare PY - 2023 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3510 AB - RILEM TC-279 WMR task group TG 1 studied the performance of waste Polyethylene (PE) in bituminous bituminous binder and bituminous mixtures. Several laboratories participated in this study following a common protocol. Locally sources aggregates and bituminous binder and same source of waste PE and were utilized. The binder experiments showed that at high temperatures, using MSCR tests, PE modified blends had better resistance to permanent deformation in comparison to the non modified binder. Whereas at low temperatures, using the LAS tests, fatigue performance of the PE blends could withstand more loading cycles under low strains; however, it could sustain less loading cycles under high strains due to the increase in brittleness. Dry process was used for the mixture experiments in order to bypass the stability and inhomogeneity experience that was observed at the binder scale. The PE modified mixtures showed improved workability and increased strength. The higher the PE dosage the higher the ITS increase with respect to the values measured for the control materials (i.e., without any plastic waste) thanks to the improved cohesion of the plastic modified mastic. The stiffness experiments showed an improved performance with a lower time dependence and a higher elasticity that were often measured when plastic was added. The cyclic compression tests demonstrated a reduced creep rate along with a higher creep modulus thanks to the addition of PE; similar conclusions can be drawn from the experimental findings coming from wheel tracking test. Furthermore, acceptable and often improved moisture resistance was observed for PE modified materials. PB - Springer Cham T2 - RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads T1 - Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene VL - 38 DO - 10.1007/978-3-031-33173-2 ER -
@inbook{ author = "Tušar, Marjan and Poulikakos, Lily and Rafiq Kakar, Muhammed and Pasquini, Emiliano and Pasetto, Marco and Porot, Laurent and Cannone Falchetto, Augusto and Carter, Alan and Orozco, Gabirel and Riccardi, Chiara and Vasconcelos, Kamilla and Varveri, Aikaterini and Jing, Ruxin and Pinheiro, Gustavo and Hernando, David and Mikhailenko, Peter and Stoop, Jan and Wouters, Lacy and Miljković, Miomir and Orešković, Marko and Viscione, Nunzio and Veropalumbo, Rosa and Saboo, Nikhil and Lachance-Tremblay, Eric and Vaillancourt, Michel and Bueche, Nicolas and Dalmazzo, Davide and Moreno Navarro, Fernando and Lo Presti, Davide and Giancontieri, Gaspare", year = "2023", abstract = "RILEM TC-279 WMR task group TG 1 studied the performance of waste Polyethylene (PE) in bituminous bituminous binder and bituminous mixtures. Several laboratories participated in this study following a common protocol. Locally sources aggregates and bituminous binder and same source of waste PE and were utilized. The binder experiments showed that at high temperatures, using MSCR tests, PE modified blends had better resistance to permanent deformation in comparison to the non modified binder. Whereas at low temperatures, using the LAS tests, fatigue performance of the PE blends could withstand more loading cycles under low strains; however, it could sustain less loading cycles under high strains due to the increase in brittleness. Dry process was used for the mixture experiments in order to bypass the stability and inhomogeneity experience that was observed at the binder scale. The PE modified mixtures showed improved workability and increased strength. The higher the PE dosage the higher the ITS increase with respect to the values measured for the control materials (i.e., without any plastic waste) thanks to the improved cohesion of the plastic modified mastic. The stiffness experiments showed an improved performance with a lower time dependence and a higher elasticity that were often measured when plastic was added. The cyclic compression tests demonstrated a reduced creep rate along with a higher creep modulus thanks to the addition of PE; similar conclusions can be drawn from the experimental findings coming from wheel tracking test. Furthermore, acceptable and often improved moisture resistance was observed for PE modified materials.", publisher = "Springer Cham", journal = "RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads", booktitle = "Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene", volume = "38", doi = "10.1007/978-3-031-33173-2" }
Tušar, M., Poulikakos, L., Rafiq Kakar, M., Pasquini, E., Pasetto, M., Porot, L., Cannone Falchetto, A., Carter, A., Orozco, G., Riccardi, C., Vasconcelos, K., Varveri, A., Jing, R., Pinheiro, G., Hernando, D., Mikhailenko, P., Stoop, J., Wouters, L., Miljković, M., Orešković, M., Viscione, N., Veropalumbo, R., Saboo, N., Lachance-Tremblay, E., Vaillancourt, M., Bueche, N., Dalmazzo, D., Moreno Navarro, F., Lo Presti, D.,& Giancontieri, G.. (2023). Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene. in RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads Springer Cham., 38. https://doi.org/10.1007/978-3-031-33173-2
Tušar M, Poulikakos L, Rafiq Kakar M, Pasquini E, Pasetto M, Porot L, Cannone Falchetto A, Carter A, Orozco G, Riccardi C, Vasconcelos K, Varveri A, Jing R, Pinheiro G, Hernando D, Mikhailenko P, Stoop J, Wouters L, Miljković M, Orešković M, Viscione N, Veropalumbo R, Saboo N, Lachance-Tremblay E, Vaillancourt M, Bueche N, Dalmazzo D, Moreno Navarro F, Lo Presti D, Giancontieri G. Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene. in RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads. 2023;38. doi:10.1007/978-3-031-33173-2 .
Tušar, Marjan, Poulikakos, Lily, Rafiq Kakar, Muhammed, Pasquini, Emiliano, Pasetto, Marco, Porot, Laurent, Cannone Falchetto, Augusto, Carter, Alan, Orozco, Gabirel, Riccardi, Chiara, Vasconcelos, Kamilla, Varveri, Aikaterini, Jing, Ruxin, Pinheiro, Gustavo, Hernando, David, Mikhailenko, Peter, Stoop, Jan, Wouters, Lacy, Miljković, Miomir, Orešković, Marko, Viscione, Nunzio, Veropalumbo, Rosa, Saboo, Nikhil, Lachance-Tremblay, Eric, Vaillancourt, Michel, Bueche, Nicolas, Dalmazzo, Davide, Moreno Navarro, Fernando, Lo Presti, Davide, Giancontieri, Gaspare, "Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene" in RILEM State-of-the-Art Reports book series (RILEM State Art Reports,volume 38): Valorisation of Waste and Secondary Materials for Roads, 38 (2023), https://doi.org/10.1007/978-3-031-33173-2 . .