Effects of Sasobit and Deurex additives on asphalt binders at midrange and high temperatures

References

• Abdelrahman, M. , et al. , 2014. Engineering physical properties of asphalt binders through nanoclay-asphalt interactions. Journal of Materials in Civil Engineering , 26.
   Google Scholar
• Abdullah, M.E. , et al. , 2016. Laboratory evaluation on the characteristics and pollutant emissions of nanoclay and chemical warm mix asphalt modified binders. Construction and Building Materials , 113, 488–497.10.1016/j.conbuildmat.2016.03.068
   Web of Science ®Google Scholar
• Airey, G.D. , 2003. Rheological properties of styrene butadiene styrene polymer modified road bitumens. Fuel , 82, 1709–1719.10.1016/S0016-2361(03)00146-7
   Web of Science ®Google Scholar
• ASTM D5 . 2013. Standard test method for penetration of bituminous materials . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D36 . 2014. Standard test method for softening point of bitumen (Ring-and-Ball Apparatus) . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D113 . 2007. Standard test method for ductility of bituminous materials . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D2872 . 2012. Standard test method for effect of heat and air on a moving film of asphalt (Rolling Thin-Film Oven Test) . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D6521 . 2013. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV) . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D4402 . 2015. Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer . West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D7643 . 2016. Standard Practice for determining the continuous grading temperatures and continuous Grades for PG graded asphalt binders . West Conshohocken, PA: ASTM International.
   Google Scholar
• Banerjee, A. , Smit, A.D. and Prozzi, J.A. , 2012. The effect of long-term aging on the rheology of warm mix asphalt binders. Fuel , 97, 603–611.10.1016/j.fuel.2012.01.072
   Web of Science ®Google Scholar
• Biro, S. , Gandhi, T. and Amirkhanian, S. , 2009. Midrange temperature rheological properties of warm asphalt binders. Journal of Materials in Civil Engineering , 21, 316–323.10.1061/(ASCE)0899-1561(2009)21:7(316)
   Web of Science ®Google Scholar
• Bower, N. , et al. , 2016. Evaluation of the performance of warm mix asphalt in Washington state. International Journal of Pavement Engineering , 17, 423–434.10.1080/10298436.2014.993199
   Web of Science ®Google Scholar
• de Carcer, I.A. , et al. , 2014. Storage stability of SBS/sulfur modified bitumens at high temperature: influence of bitumen composition and structure. Construction and Building Materials , 52, 245–252.10.1016/j.conbuildmat.2013.10.069
   Web of Science ®Google Scholar
• Carrera, V. , et al. , 2010. Bitumen chemical foaming for asphalt paving applications. Industrial & Engineering Chemistry Research , 49, 8538–8543.10.1021/ie101136f
   Web of Science ®Google Scholar
• Cong, Y.F. , et al. , 2005. Study on storage stability of SBS modified asphalt. Petroleum Science and Technology , 23, 39–46.10.1081/LFT-20009686221
   Web of Science ®Google Scholar
• Deurex . 2015. Deurex [Online]. The wax company. Available from: www.deurex.com 2016.
   Google Scholar
• Edwards, Y. , Tasdemir, Y. and Isacsson, U. , 2006. Rheological effects of commercial waxes and polyphosphoric acid in bitumen 160/220 – low temperature performance. Fuel , 85, 989–997.10.1016/j.fuel.2005.09.014
   Web of Science ®Google Scholar
• Edwards, Y. , Tasdemir, Y. and Isacsson, U. , 2007. Rheological effects of commercial waxes and polyphosphoric acid in bitumen 160/220 – high and medium temperature performance. Construction and Building Materials , 21, 1899–1908.10.1016/j.conbuildmat.2006.07.012
   Web of Science ®Google Scholar
• Fazaeli, H. , et al. , 2016. Rheological properties of bitumen modified with a combination of FT paraffin wax (Sasobit ® ) and other additives. Journal of Civil Engineering and Management , 22, 135–145.10.3846/13923730.2014.897977
   Web of Science ®Google Scholar
• Gandhi, T . 2008. Effects of warm asphalt additives on asphalt binder and mixture . Thesis (PhD). Clemson University.
   Google Scholar
• Gandhi, T. , Akisetty, C. and Amirkhanian, S. , 2009. Laboratory evaluation of warm asphalt binder aging characteristics. International Journal of Pavement Engineering , 10, 353–359.10.1080/10298430802342724
   Web of Science ®Google Scholar
• Howard, I.L. , et al. , 2014. Emergency paving using hot-mixed asphalt incorporating warm mix technology. International Journal of Pavement Engineering , 15, 202–214.10.1080/10298436.2012.721549
   Web of Science ®Google Scholar
• Hurley, G.C. , and Prowell, B.D. , 2005. Evaluation of sasobit® for use in warm mix asphalt. Ncat Report.
   Google Scholar
• Kavussi, A. and Hashemian, L. , 2012. Laboratory evaluation of moisture damage and rutting potential of WMA foam mixes. International Journal of Pavement Engineering , 13, 415–423.10.1080/10298436.2011.597859
   Web of Science ®Google Scholar
• Kok, B.V ., and Akpolat, M. , 2015. Effects of using Sasobit and SBS on the engineering properties of bitumen and stone mastic asphalt. Journal of Materials in Civil Engineering , 27, 04015006.
   Google Scholar
• Kok, B.V. , Yilmaz, M. and Akpolat, M. , 2014. Evaluation of the conventional and rheological properties of SBS plus Sasobit modified binder. Construction and Building Materials , 63, 174–179.10.1016/j.conbuildmat.2014.04.015
   Web of Science ®Google Scholar
• Liu, J.Y. , et al. , 2011. Laboratory evaluation of sasobit-modified warm-mix asphalt for Alaskan conditions. Journal of Materials in Civil Engineering , 23, 1498–1505.10.1061/(ASCE)MT.1943-5533.0000226
   Web of Science ®Google Scholar
• Polacco, G. and Filippi, S. , 2014. Vulcanization accelerators as alternative to elemental sulfur to produce storage stable SBS modified asphalts. Construction and Building Materials , 58, 94–100.10.1016/j.conbuildmat.2014.02.018
   Web of Science ®Google Scholar
• Polacco, G. , et al. , 2008. Rheological properties of asphalt/SBS/clay blends. European Polymer Journal , 44, 3512–3521.10.1016/j.eurpolymj.2008.08.032
   Web of Science ®Google Scholar
• Polacco, G. , et al. , 2012. Structural and rheological characterization of wax modified bitumens. Fuel , 95, 407–416.10.1016/j.fuel.2011.10.006
   Web of Science ®Google Scholar
• Sun, D.Q. , et al. , 2006. Storage stability of SBS-modified road asphalt: preparation, morphology, and rheological properties. Petroleum Science and Technology , 24, 1067–1077.10.1081/LFT-200048186
   Web of Science ®Google Scholar
• Xiao, F. , et al. , 2012a. Laboratory investigation of moisture susceptibility of long-term saturated warm mix asphalt mixtures. International Journal of Pavement Engineering , 13, 401–414.10.1080/10298436.2011.585649
   Web of Science ®Google Scholar
• Xiao, F.P. , Punith, V.S. and Amirkhanian, S.N. , 2012b. Effects of non-foaming WMA additives on asphalt binders at high performance temperatures. Fuel , 94, 144–155.10.1016/j.fuel.2011.09.017
   Web of Science ®Google Scholar
• Zhang, F. , Yu, J.Y. and Wu, S.P. , 2010. Effect of ageing on rheological properties of storage-stable SBS/sulfur-modified asphalts. Journal of Hazardous Materials , 182, 507–517.10.1016/j.jhazmat.2010.06.061
   PubMed Web of Science ®Google Scholar