Effects of Polymer Modified Binder on Asphalt Mixes of Flexible Pavement Used in Western Australia and Its Impacts on Dynamic Modulus

Author:

Nega Ainalem121,Gedafa Daba121,Williams David121

Affiliation:

1. School of Civil Engineering, Univ. of Queensland, Brisbane, QLD, Australia.

2. Dept. of Civil Engineering, Univ. of North Dakota, Grand Forks.

Publisher

American Society of Civil Engineers

Reference30 articles.

1. A new simplistic model for dynamic modulus predictions of asphalt paving mixtures;Al-Khateeb G.;Journal of the Association of Asphalt Paving Technologists,2006

2. American Concrete Institute Committee. (2007). “Aggregates for concrete.” Materials for concrete construction, W. R. Malisch, ed., American Concrete Institute, Farmington Hills, MI, USA., E1-99.

3. Correlating rutting with dynamic modulus of asphalt concrete;Apeagyei A. K.;Proceedings of the Institution of Civil Engineers,2011

4. Comparison of simple performance test (E*) of accelerated Loading facility mixtures and prediction (E*): use of NCHRP 1-37A and Witczak’s new equations;Azari H.;Transportation Research Record: Journal of the Transportation Research Board,2007

5. Bayat, A., Kasani, H. A., and Soleymani, H. R. (2011). Investigation of temperature dependency of asphalt concrete using laboratory dynamic modulus and field deflection testing. Transportation Research Board Washington, DC., 1–13.

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