Properties of SMA Mixtures Containing Waste Polyethylene Terephthalate
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32805
Properties of SMA Mixtures Containing Waste Polyethylene Terephthalate

Authors: Taher Baghaee Moghaddam, Mohamed Rehan Karim

Abstract:

Utilization of waste material in asphalt pavement would be beneficial in order to find an alternative solution to increase service life of asphalt pavement and reduce environmental pollution as well. One of these waste materials is Polyethylene Terephthalate (PET) which is a type of polyester material and is produced in a large extent. This research program is investigating the effects of adding waste PET particles into the asphalt mixture with a maximum size of 2.36 mm. Different percentages of PET were added into the mixture during dry process. Gap-graded mixture (SMA 14) and PG 80-100 asphalt binder have been used for this study. To evaluate PET reinforced asphalt mixture different laboratory investigations have been conducted on specimens. Marshall Stability test was carried out. Besides, stiffness modulus test and indirect tensile fatigue test were conducted on specimens at optimum asphalt content. It was observed that in many cases PET reinforced SMA mixture had better mechanical properties in comparison with control mixture.

Keywords: Asphalt mixture, Environment, Mix properties, Polyethylene terephthalate

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1075972

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2052

References:


[1] Moghaddam, T.B., Karim, M.R. and Mahrez, A. (2011). "A review on fatigue and rutting performance of asphalt mixes". Scientific Research and Essays. Vol. 6(4), pp 670-682, 2011.
[2] Schmiedlin, R.B. "Stone matrix asphalt: The wisconsin experience". Trans. Res. Record: J. Trans Res Board. 1616, 1988, pp 34-41.
[3] Asi, M.I. "Laboratory comparison study for the use of stone matrix asphalt in hot weather climates".J Constr Build Mater. Vol 20. pp 982- 989, 2006.
[4] Richardson, J.T.G. "Stone mastic asphalt in the UK". In: Symposium on stone mastic asphalt and thin surfacing; 1997.
[5] Nejad, F.M., Aflaki, E. and Mohammadi, M.A. "Fatigue behavior of SMA and HMA mixtures". Constr Build Mater. Vol 24. pp 1158-1165, 2010.
[6] Xu, Q., Chen, H. and Prozzi, J.A. "Performance of fiber reinforced asphalt concrete under environmental temperature and water effects". J. Constr Build Mater. Vol. 24(10), pp 2003-2010, 2010.
[7] Jahromi, S., Khodaii, A. "Carbon fiber reinforced asphalt concrete". Arab J SciEng. Vol. 33. pp 355-364, 2008.
[8] Huang, Y., Bird, R.N. and Heidrich, O. "A review of the use of recycled solid waste materials in asphalt pavements". Resources, Conservation and Recycling. Vol 52. pp 58-73, 2007.
[9] H─▒n─▒sl─▒o─ƒlu, S., A─ƒar, E. "Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix". Materials Letters. Vol 58. pp 267- 271, 2004.
[10] Hınıslıoğlu, S., Aras, H.N. and Bayrak, O.Ü. "Effects of High Density Polyethylene on the permanent deformation of asphalt concrete". Indian journal of engineering and materials sciences. Vol 12. pp 456-460, 2005.
[11] Ergun, M., Iyinam, S. and Iyinam, A.F. "Flexural behavior of waste plastic added asphalt concrete mixture". In: Proceedings of the International Symposium on Pavement Recycling. 2005.
[12] Scherocman, J.A. "Construction of SMA test sites in the US". AAPT meeting; February 24-26, 1992.
[13] Yan, J., Ni, F., Yang, M. and Li, J. "An experimental study on fatigue properties of emulsion and foam cold recycled mixes". J Constr Build Mater.Vol 24. pp 2151-2156, 2010.