TY  - 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 . .

TY  - JOUR
AU  - Poulikakos, Lily
AU  - Pasquini, Emiliano
AU  - Tušar, Marjan
AU  - Hernando, David
AU  - Wang, Di
AU  - Mikhailenko, Peter
AU  - Pasetto, Marco
AU  - Baliello, Andrea
AU  - Cannone Falchetto, Augusto
AU  - Miljković, Miomir
AU  - Orešković, Marko
AU  - Viscione, Nunzio
AU  - Saboo, Nikhil
AU  - Orozco, Gabirel
AU  - Lachance-Tremblay, Eric
AU  - Vaillancourt, Michel
AU  - Rafiq Kakar, Muhammed
AU  - Bueche, Nicolas
AU  - Stoop, Jan
AU  - Wouters, Lacy
AU  - Dalmazzo, Davide
AU  - Pinheiro, Gustavo
AU  - Vasconcelos, Kamilla
AU  - Moreno Navarro, Fernando
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2811
AB  - This research aims to determine if the observed improvements using polyethylene (PE) waste in asphalt binder translate into better performance at the asphalt mixture scale in the laboratory environment while overcoming the stability and homogeneity issues experienced at the binder level. This is accomplished through a round-robin multinational experimental program covering four continents, with the active participation of eleven laboratories within the RILEM TC 279-WMR. PE modified AC16 mixtures were prepared employing the dry process using local materials with the PE waste provided by one source. Various mechanical tests were performed to investigate the compactability, strength, moisture sensitivity, stiffness and permanent deformation. Compared to the control mixtures, the following observations were made for PE modified mixtures: easier to compact, lower time dependence of stiffness, higher elastic behavior, lower creep rate, and higher creep modulus. Furthermore, cyclic compression test results showed that the resistance to permanent deformation is improved when using PE in asphalt mixtures, whereas the wheel tracking tests showed relatively similar or better results when 1.5% PE was added to the control mixture. The wheel tracking test results in water showed an increase in deformation with increasing PE content. The interlaboratory investigation showed that the use of PE as a performance enhancing additive in asphalt pavements is a viable, environmentally friendly option for recycling waste plastic and could potentially reduce the use of polymer additives in asphalt.
PB  - Elsevier
T2  - Journal of Cleaner Production
T1  - RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste
VL  - 375
DO  - https://doi.org/10.1016/j.jclepro.2022.134124
ER  - 

@article{
author = "Poulikakos, Lily and Pasquini, Emiliano and Tušar, Marjan and Hernando, David and Wang, Di and Mikhailenko, Peter and Pasetto, Marco and Baliello, Andrea and Cannone Falchetto, Augusto and Miljković, Miomir and Orešković, Marko and Viscione, Nunzio and Saboo, Nikhil and Orozco, Gabirel and Lachance-Tremblay, Eric and Vaillancourt, Michel and Rafiq Kakar, Muhammed and Bueche, Nicolas and Stoop, Jan and Wouters, Lacy and Dalmazzo, Davide and Pinheiro, Gustavo and Vasconcelos, Kamilla and Moreno Navarro, Fernando",
year = "2022",
abstract = "This research aims to determine if the observed improvements using polyethylene (PE) waste in asphalt binder translate into better performance at the asphalt mixture scale in the laboratory environment while overcoming the stability and homogeneity issues experienced at the binder level. This is accomplished through a round-robin multinational experimental program covering four continents, with the active participation of eleven laboratories within the RILEM TC 279-WMR. PE modified AC16 mixtures were prepared employing the dry process using local materials with the PE waste provided by one source. Various mechanical tests were performed to investigate the compactability, strength, moisture sensitivity, stiffness and permanent deformation. Compared to the control mixtures, the following observations were made for PE modified mixtures: easier to compact, lower time dependence of stiffness, higher elastic behavior, lower creep rate, and higher creep modulus. Furthermore, cyclic compression test results showed that the resistance to permanent deformation is improved when using PE in asphalt mixtures, whereas the wheel tracking tests showed relatively similar or better results when 1.5% PE was added to the control mixture. The wheel tracking test results in water showed an increase in deformation with increasing PE content. The interlaboratory investigation showed that the use of PE as a performance enhancing additive in asphalt pavements is a viable, environmentally friendly option for recycling waste plastic and could potentially reduce the use of polymer additives in asphalt.",
publisher = "Elsevier",
journal = "Journal of Cleaner Production",
title = "RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste",
volume = "375",
doi = "https://doi.org/10.1016/j.jclepro.2022.134124"
}

Poulikakos, L., Pasquini, E., Tušar, M., Hernando, D., Wang, D., Mikhailenko, P., Pasetto, M., Baliello, A., Cannone Falchetto, A., Miljković, M., Orešković, M., Viscione, N., Saboo, N., Orozco, G., Lachance-Tremblay, E., Vaillancourt, M., Rafiq Kakar, M., Bueche, N., Stoop, J., Wouters, L., Dalmazzo, D., Pinheiro, G., Vasconcelos, K.,& Moreno Navarro, F.. (2022). RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste. in Journal of Cleaner Production
Elsevier., 375.
https://doi.org/https://doi.org/10.1016/j.jclepro.2022.134124

Poulikakos L, Pasquini E, Tušar M, Hernando D, Wang D, Mikhailenko P, Pasetto M, Baliello A, Cannone Falchetto A, Miljković M, Orešković M, Viscione N, Saboo N, Orozco G, Lachance-Tremblay E, Vaillancourt M, Rafiq Kakar M, Bueche N, Stoop J, Wouters L, Dalmazzo D, Pinheiro G, Vasconcelos K, Moreno Navarro F. RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste. in Journal of Cleaner Production. 2022;375.
doi:https://doi.org/10.1016/j.jclepro.2022.134124 .

Poulikakos, Lily, Pasquini, Emiliano, Tušar, Marjan, Hernando, David, Wang, Di, Mikhailenko, Peter, Pasetto, Marco, Baliello, Andrea, Cannone Falchetto, Augusto, Miljković, Miomir, Orešković, Marko, Viscione, Nunzio, Saboo, Nikhil, Orozco, Gabirel, Lachance-Tremblay, Eric, Vaillancourt, Michel, Rafiq Kakar, Muhammed, Bueche, Nicolas, Stoop, Jan, Wouters, Lacy, Dalmazzo, Davide, Pinheiro, Gustavo, Vasconcelos, Kamilla, Moreno Navarro, Fernando, "RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste" in Journal of Cleaner Production, 375 (2022),
https://doi.org/https://doi.org/10.1016/j.jclepro.2022.134124 . .