Influence Analysis of Performance on Sasobit Warm Mix Asphalt with Salinity

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Abstract:

Sasobit warm mix drainage asphalt pavement has become increasingly popular due to its environmental benefits and comfortable using effect. However, test results show that its low-temperature and anti-fatigue performance have a certain degree of reduced. To improve the performance of asphalt four different doses (1%, 3%, 5% and 7%) of salt are added to the Sasobit asphalt. Laboratory tests were used to simulate short and long term aging asphalt in the process of construction and using pavement. A series of binder tests including bending beam rheometer (BBR), dynamic shear rheometer (DSR) and Brookfield viscosity tests were conducted. Results show an increase of rutting performance for warm mix binders with Sasobit while asphalt with salt has similar high temperature performance to original asphalt. Unlike Sasobit which has a decrease of cracking performance for asphalt at low-temperature, salinity can greatly improve the Low-temperature performance. And the low-temperature cracking performance and anti-fatigue performance presents a tendency of climbing up first and then declining with the increase of salinity. The figure of viscosity-temperature curve shows that the optimum of salinity is 5%.Further more, asphalt with Sasobit and salt can gain better performance and same mixing and compaction effect in lower 20°C than hot mix asphalt without it.

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138-141

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January 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Jamshidi A, Hamzah M O, You Z. Performance of warm mix asphalt containing Sasobit®: state-of-the-art[J]. Construction and Building Materials. 2013, 38: 530-553.

DOI: 10.1016/j.conbuildmat.2012.08.015

Google Scholar

[2] Velasquez R, Tabatabaee H, Bahia H. Low temperature cracking characterization of asphalt binders by means of the single-edge notch bending (SENB) test[J]. Asphalt Paving Technology-Proceedings Association of Asphalt Technologists. 2011, 80: 583.

Google Scholar

[3] Yao H, You Z, Li L, et al. Performance of asphalt binder blended with non-modified and polymer-modified nanoclay[J]. Construction and Building Materials. 2012, 35: 159-170.

DOI: 10.1016/j.conbuildmat.2012.02.056

Google Scholar

[4] de Sá Araujo M D F A, Lins V D F C, Pasa V M D, et al. Weathering aging of modified asphalt binders[J]. Fuel Processing Technology. 2013, 115: 19-25.

DOI: 10.1016/j.fuproc.2013.03.029

Google Scholar

[5] Chen H, Xu Q. Experimental study of fibers in stabilizing and reinforcing asphalt binder[J]. Fuel. 2010, 89(7): 1616-1622.

DOI: 10.1016/j.fuel.2009.08.020

Google Scholar

[6] Al-Khateeb G G, Al-Akhras N M. Properties of Portland cement-modified asphalt binder using Superpave tests[J]. Construction and Building Materials. 2011, 25(2): 926-932.

DOI: 10.1016/j.conbuildmat.2010.06.091

Google Scholar

[7] Heitzman M. Design and construction of asphalt paving materials with crumb rubber modifier[M]. (1992).

Google Scholar

[8] Hunt L, Peters W. Crumb rubber modified asphalt concrete in Oregon[R]. Oregon Department of Transportation, Research Group, (2002).

Google Scholar

[9] Roberts F L, Kandhal P S, Brown E R, et al. Investigation and evaluation of ground tire rubber in hot mix asphalt[R]. National Center for Asphalt Technology, (1989).

Google Scholar

[10] Cong P, Xun P, Xing M, et al. Investigation of asphalt binder containing various crumb rubbers and asphalts[J]. Construction and Building Materials. 2013, 40: 632-641.

DOI: 10.1016/j.conbuildmat.2012.11.063

Google Scholar