Published April 27, 2025 | Version 2

Evaluation of conventional behavior of bitumen containing PET plastic and HMA pavement response utilizing 3D-Move analysis software

  • 1. Hawassa University, Institute of Technology, College of Engineering and Architecture, Civil Engineering Department, Hawassa City, Ethiopia
  • 2. Cagayan State University (CSU), Carig Campus, Tuguegarao City, Philippines -Civil Engineering

Description

This record provides the DOI for the article “Evaluation of Conventional Behavior of Bitumen Containing PET Plastic and HMA Pavement Response Utilizing 3D-Move Analysis Software”, published in the Journal of Sustainable Construction Materials and Project Management (JSCMPM), Volume 1, Issue 1 (2025).

The study evaluates the performance of PET-modified bitumen and the pavement response using 3D-Move analysis software. The original publication is accessible at:
🔗 https://www.scipedia.com/sj/sust-construction

Licensed under Creative Commons BY-NC-SA 4.0
https://creativecommons.org/licenses/by-nc-sa/4.0/

Files

Evaluation of conventional behavior of bitumen containing PET plastic and HMA pavement response utilizing 3D-Move analysis.pdf

Additional details

Identifiers

EISSN
3116-2819

Related works

Is identical to
Journal article: https://www.scipedia.com/public/Tessera_et_al_2025a (URL)
Is published in
Journal: https://www.scipedia.com/sj/sust-construction (URL)
Journal: 3116-2819 (EISSN)

Dates

Accepted
2025-04-27

References

  • Abdo, A. M. A., & Khater, M. E. (2018). Enhancing the performance of asphalt binders by adding plastic waste. Proceedings of the International Conference on Civil Infrastructure Engineering, 1–6.
  • Ahmed, A., & Erlingsson, S. (2016, January). Viscoelastic response modelling of a pavement under moving load. Transportation Research Procedia, 14, 748–757. https://doi.org/10.1016/j.trpro.2016.05.343
  • Ahmad, A. F., Razali, A. R., & Razelan, I. S. M. (2017, May). Utilization of polyethylene terephthalate (PET) in asphalt pavement: A review. IOP Conference Series: Materials Science and Engineering, 203, 012004. https://doi.org/10.1088/1757- 899X/203/1/012004
  • Ahmad, M., & Mahdi, F. (2015). Characterization of bitumen mixed with plastic waste. International Journal of Transport Engineering, 3(2), 85–91.
  • Arabani, M., & Shabani, A. (2019, May). Evaluation of the ceramic fiber modified asphalt binder. Construction and Building Materials, 205, 377–386. https://doi.org/10.1016/j.conbuildmat.2019.02.037
  • Appiah, J. K., Berko-Boateng, V. N., & Tagbor, T. A. (2016, November). Use of waste plastic materials for road construction in Ghana. Case Studies in Construction Materials, 6, 1–7. https://doi.org/10.1016/j.cscm.2016.11.001
  • Chandu, M., Anil, N. C., & Hanitha, P. (2016, December). An experimental investigation on utilization of waste plastic as a modifier in rigid pavements for improving strength. International Journal of Engineering Research and Applications, 6(12), 59–63.
  • Chukka, B. G., & Carr, J. (2016, November). Use of plastic waste in the construction of roads. International Journal of Research, 3(17), 1750–1761.
  • Elseifi, M. A., Zihan, Z. U. A., & Icenogle, P. (2019, May). A mechanistic approach to utilize traffic speed deflectometer (TSD) measurements into back calculation analysis (Final Report 612 FHWA/LA.17/612). Louisiana Department of Transportation and Development.
  • Farhana, A., Razali, A., Mohd Razelan, I. S., Jalil, S. S., Noh, M. S., & Idris, A. (2017, May). Utilization of polyethylene terephthalate (PET) in the bituminous mixture for improved performance of roads. IOP Conference Series: Materials Science and Engineering, 203, 012005. https://doi.org/10.1088/1757- 899X/203/1/012005
  • Fazaeli, H., Behbahani, H., Amini, A. A., Rahmani, J., & Yadollahi, G. (2012, April). High and low-temperature properties of FTparaffin- modified bitumen. Advances in Materials Science and Engineering, 2012, 406791. https://doi.org/10.1155/2012/406791
  • Gbam, B. (2017). Effect of transportation on the marketing of agricultural products in Jos North (p. 8).
  • Ghadimi, B. (2015). Numerical modeling for flexible pavement materials applying advanced finite element approach to develop mechanistic-empirical design procedure [Doctoral dissertation, Curtin University].
  • Habib, N. Z., Kamaruddin, I., Napiah, M., & Tan, I. M. (2010). Rheological properties of polyethylene and polypropylene modified bitumen. International Journal of Civil and Environmental Engineering, 4(12), 381–385.
  • Hafeez, I., et al. (2013). Influence of time and temperature on asphalt binders rheological properties. Life Science Journal, 10(12), 894–898.
  • Mahrez, A., & Karim, M. (2010, May). Rheological evaluation of bituminous binder modified with waste plastic material (pp. 1–7). Sidi Fredj, Algiers.
  • Manju, R. (2017). Use of plastic waste in bituminous pavement. International Journal of ChemTech Research, 9 pp.
  • Mashaan, N. S., Ali, A. H., Karim, M. R., & Abdelaziz, M. (2014). A review on using crumb rubber in a reinforcement of asphalt pavement. Scientific World Journal, 2014, 214612. https://doi.org/10.1155/2014/214612
  • Mashaan, N. S., Chegenizadeh, A., Nikraz, H., & Rezagholilou, A. (2021, June). Investigating the engineering properties of asphalt binder modified with waste plastic polymer. Ain Shams Engineering Journal, 12(2), 1569–1574. https://doi.org/10.1016/j.asej.2020.08.035
  • Movilla-Quesada, D., Raposeiras, A. C., & Olavarría, J. (2019, February). Effects of recycled polyethylene terephthalate (PET) on stiffness of hot asphalt mixtures. Advances in Civil Engineering, 2019, 6969826. https://doi.org/10.1155/2019/6969826
  • Nasimifar, S. (2015). 3D-Move simulation of TSDDs for pavement characterizations [Doctoral dissertation, University of Nevada, Reno].
  • Obeta, I., & Njoku, J. (2016, March). The durability of flexible pavements: A case study of south-eastern Nigeria. Nigerian Journal of Technology, 35(2), 297. https://doi.org/10.4314/njt.v35i2.9
  • Prasad, A. R., & Sowmya, N. J. (2015, January). Bituminous modification with waste plastic and crumb rubber. Journal of Mechanical and Civil Engineering, 12(3), 108–115.
  • Road Sector Development Program. (2015). Road sector development program, Phase V. Ethiopian Road Authority.
  • Saboo, N., & Kumar, P. (2016, January). Performance characterization of polymer modified asphalt binders and mixes. Advances in Civil Engineering, 2016, 5938270. https://doi.org/10.1155/2016/5938270
  • Sun, D., Lu, T., Xiao, F., Zhu, X., & Sun, G. (2017, September). Formulation and aging resistance of modified bio-asphalt containing a high percentage of waste cooking oil residues. Journal of Cleaner Production, 161, 1–22. https://doi.org/10.1016/j.jclepro.2017.06.155
  • Tunde, A. M., Alaro, J. Y., & Adewale, L. A. (2020, May). A characteristic performance model of properties of dissolved plastic bottle modified bitumen for hot mix asphalt production. Global Journal of Engineering and Technology Advances, 3(2), 19–27. https://doi.org/10.30574/gjeta.2020.3.2.0025
  • Yan, C., Huang, W., & Tang, N. (2017, April). Evaluation of the temperature effect on rolling thin film oven aging for polymer modified asphalt. Construction and Building Materials, 137, 485–493. https://doi.org/10.1016/j.conbuildmat.2017.01.135
  • Zhou, F. (2006). Asphalt pavement performance analysis tool TTI VESYS5w. Texas Transportation Institute. http://tti.tamu.edu/documents/9-1502-01-5.pdf
  • 3D-Move Analysis Software (Version 2.1) Manual. (2013).