Influence of Polyethylene on Fatigue Parameters of Bitumens

Year 2018, Volume: 2 Issue: 1, 1 - 6, 10.07.2018

Jülide Öner , Burak Şengöz

Abstract

The
use of polymer modified bitumen has become a very important part of pavement
construction due to its superior performance, including less ageing, enhanced
rutting resistance and lower fatigue cracking properties. The polyethylene is a
type of product normally not used as additive to bitumen, generally showing a
congealing point of 92-100°C. Areas where it has been used are for instance in
plastics and polishes, as thickener for lubricating oils and petrolatum and as
paraffin wax improver/up-grader. Although the many significant researches which
have been carried out related to the polymer modified bitumen in road
applications, more studies should be undertaken on the compatibility, in the
interaction between polymer and the different sources bitumens according to the
needs of refineries in different countries. 
The main purpose behind this study is to minimize the fatigue damage of
waxes within bitumens obtained from different sources. For this purpose;
bitumen samples were modified by recommended content of polyethylene polymer
(at concentration of 1.5% by weight of the bitumen). The intermediate
temperature performance levels of polyethylene polymer modified bitumens were
determined by fatigue parameters.

Keywords

Polyethylene, modification, polymer, fatigue parameter

References

• Asphalt Institute. 2001. SUPERPAVE Mix Design Series No. 2 (SP-2). Asphalt Institute Research Center, Lexington.
• ASTM D2872-12. 2012. Standard test method for effect of heat and air on a moving film of asphalt (Rolling Thin-Film Oven Test). West Conshohocken (PA), USA: American Society for Testing and Materials.
• ASTM D6521-05. 2005. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). West Conshohocken (PA), USA: American Society for Testing and Materials.
• Chen, J. S., Liao, M. C. & Shiah, M. S. 2002. Asphalt modified by styrene-butadiene-styrene tri block copolymer: Morphology and model. Journal of Materials in Civil Engineering, 14(3), 224-229. doi: http://dx.doi.org/10.1061/(ASCE)0899-1561(2002)14:3(224)
• Edwards, Y. & Redelius, P. 2003. Rheological effects of waxes in bitumen. Energy and Fuels, 17(3), 511-520. doi: 10.1021/ef020202b
• Lu, X. & Redelius, P. 2006. Compositional and structural characterization of waxes isolated\n from bitumens. American Chemical Society: Energy & Fuels, 20(2), 653-660. doi: 10.1021/ef0503414
• Lyne, A., Wallqvist, V. & Birgisson, B. 2013. Adhesive surface characteristics of bitumen binders investigated by Atomic Force Microscopy. Fuel, 113, 248-256. doi: 10.1016/j.fuel.2013.05.042
• Punith, V. S. 2005. Studies on the performance of bituminous paving mixtures utilising recycling plastics. PhD Thesis, Department of Civil Engineering, Bangalore University, Bangalore, India.
• Wekumbura, C., Stastna, J. & Zanzotto, L. 2007. Destruction and recovery of internal structure in polymer-modified asphalts. Journal of Materials in Civil Engineering, 19(3), 227-232. doi: 10.1061/(ASCE)0899-1561(2007)19:32(27)
• Zhu, J., Birgisson, B. & Kringos, N. 2014. Polymer modification of bitumen: Advances and challenges. European Polymer Journal, 54, 18-38. Doi: 10.1016/j.eurpolymj.2014.02.005