Influence of Natural Fibers on the Performance of Hot Mix Asphalt for the Wearing Course of Pavement
Abstract
Cracking in the flexible pavement is a serious problem that reduces the service life of the roads pavement unless they are treated with great care. Since flexible pavement is very weaker in tension than in compression, it is usually necessary to consider the tensile stresses and some type of additives to improve asphalt
pavement performance, and one of the most effective ways of improving asphalt pavement performance is to reinforce asphalt mixtures by incorporating natural fibers. The main objective of this study is to use palm fiber, which is locally available, in hot mix asphalt mixtures. To achieve this objective, the Marshall test and indirect tensile strength test were conducted on four asphalt mixtures with different types of natural fibers (Coconut, Corn, Palm, and Sisal), added in varying percentages 0.1, 0.2, 0.3, 0.4, and 0.5% and different lengths of fiber 0.5, 1, 1.5, and 2 cm. Based on the analyzed results, it can be concluded that the use of palm fiber increased the Marshall stability by 20% as compared with the conventional mixture and raised up the retained tensile strength ratio up to 92%. Finally, the use of 0.2% content of natural fiber at 1.5 cm length gave a better performance for the mixtures.
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References
Abdelaziz, M. and Mohamed, R.K., 2010. Fatigue characteristics of stone mastic asphalt mix reinforced with fiber glass, International Journal of the Physical Sciences, 5(12), pp.1840-47.
Ashraf, A., 2012. Fiber Dosage Effects in Asphalt Binders and Hot Mix Asphalt Mixtures. In: A Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Science. Arizona State University, Tempe, Arizona.
Bindu, C.S. and Beena, K.S., 2015. Influence of natural fibres on the compressive strength of stone matrix asphalt mixtures. International Journal of Scientific Engineering and Applied Science, 1(6), 445-449.
Brown, S.F., Rowlett, R.D. and Boucher, J.L., 1990. Asphalt modification. In: Proceedings of the Conference on the United States Strategic Highway Research Program: Sharing the Benefits, ICE, Atlanta, Georgia, United States, pp.181-203.
Reena, A., Singh, R. and Shakiya, P., 2009. Corn Fiber: A New Fiber on Horizon, Textile Review, 2009. Available from: https://www.fibre2fashion.com/industryarticle/4455/corn-fiber-a-new-fiber-on-horizon. [Last accessed on 2020 Jul 01].
Gazia, K.K. and Sukhmanjit, A., 2017. Use of natural fibre and binder quality in stone matrix asphalt mixture. International Journal of Latest Research in Engineering and Computing, 5(3), 73-78.
Hossam, F.H. and Khalifa, A.J., 2005. Effect of organic fibers on opengraded friction course mixture properties. International Journal of Pavement Engineering, 6(1), pp.67-75.
Kavalakuntla, K.K. and Praveen, B.C., 2016. An experimental study of bituminous mixes using a natural fibre. International Journal and Magazine of Engineering Technology, Management and Research, 3(11), pp.906-912.
Saswat, B.D. and Mahabir, P., 2016. A study on use of natural fiber for improvement in engineering properties of dense graded bituminous mixes with coal ash, Transportation in Developing Economies, 2, p.4.
Sigit, P.H., 2013. Evaluation of the addition of short coconut fibers on the characteristics of asphalt mixtures. Civil and Environmental Research, 3(4), pp.63-73.
Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus, ASTM D6926-10.
Standard test method for Marshall Stability and Flow of Asphalt Mixtures, ASTM D6927-15.
Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures, ASTM D6931-12.
State Organization of Road and Bridges., 2007. Section R9, Hot-Mix Asphalt Concrete Pavement, Revised Edition by Consultant Civil Engineer Nuraddin Saeed Hussain (Issued in Iraq 1986).
Copyright (c) 2020 Omar T. Mahmood, Sheelan A. Ahmed
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