Experimental evaluation of crumb rubber and polyethylene integrated modified asphalt mixture upon related properties

References

• Aflaki, S., & Hajikarimi, P. (2012). Implementing viscoelastic rheological methods to evaluate low temperature performance of modified asphalt binders. Construction and Building Materials, 36, 110–118. doi: 10.1016/j.conbuildmat.2012.04.076
   Web of Science ®Google Scholar
• Ahmed, A. W., & Erlingsson, S. (2015). Evaluation of a permanent deformation model for asphalt concrete mixtures using extra-large wheeltracking and heavy vehicle simulator tests. Road Materials and Pavement Design, 16(1), 154–171. doi: 10.1080/14680629.2014.987311
   Web of Science ®Google Scholar
• Ahmedzade, P. (2013). The investigation and comparison effects of SBS and SBS with new reactive terpolymer on the rheological properties of bitumen. Construction and Building Materials, 38, 285–291. doi: 10.1016/j.conbuildmat.2012.07.090
   Web of Science ®Google Scholar
• Airey, G. D. (2002). Rheological evaluation of ethylene vinyl acetate polymer modified bitumens. Construction and Building Materials, 16, 473–487. doi: 10.1016/S0950-0618(02)00103-4
   Web of Science ®Google Scholar
• Airey, G. D. (2003). Rheological properties of styrene-butadiene-styrene polymer modified road bitumens. Fuel, 82(14), 1709–1719. doi: 10.1016/S0016-2361(03)00146-7
   Web of Science ®Google Scholar
• Ameri, M., Mansourian, A., & Sheikhmotevali, A. H. (2013). Laboratory evaluation of ethylene vinyl acetate modified bitumens and mixtures based upon performance related parameters. Construction and Building Materials, 40, 438–447. doi: 10.1016/j.conbuildmat.2012.09.109
   Web of Science ®Google Scholar
• Attaelmanan, M., & Cheng PF, A. I. A. H. (2011). Laboratory evaluation of HMA with high density polyethylene as a modifier. Construction and Building Materials, 25(5), 2764–2770. doi: 10.1016/j.conbuildmat.2010.12.037
   Web of Science ®Google Scholar
• Birgisson, B., Montepara, A., Romeo, E., & Tebaldi, G. (2011). Characterisation of asphalt mixture cracking behaviour using the three-point bending beam test. International Journal of Pavement Engineering, 12(6), 569–578. doi: 10.1080/10298436.2011.565766
   Web of Science ®Google Scholar
• Bodin, D., Grenfell, J. R., & Collop, A. C. (2009). Comparison of small and large scale wheel tracking devices. Road Materials and Pavement Design, 10, 295–325. doi: 10.1080/14680629.2009.9690248
   Web of Science ®Google Scholar
• Chen, J. S., Huang, C. C., Chu, P. Y., & Lin, K. Y. (2007). Engineering characterization of recycled asphalt concrete and aged bitumen mixed recycling agent. Journal of Materials Science, 42(23), 9867–9876. doi: 10.1007/s10853-007-1713-8
   Web of Science ®Google Scholar
• Chen, L. L., Qian, Z. D., & Qing Lu, Q. (2014). Crack initiation and propagation in epoxy asphalt concrete in the three-point bending test. Road Materials and Pavement Design, 15(3), 507–520. doi: 10.1080/14680629.2014.908132
   Web of Science ®Google Scholar
• Chen, Z. W., Wu, S. P., Xiao, Y., , Zeng, W., Yi, M., Wan, J. (2016). Effect of hydration and silicone resin on basic oxygen furnace slag and its asphalt mixture. Journal of Cleaner Production, 112, 392–400. doi: 10.1016/j.jclepro.2015.09.041
   Web of Science ®Google Scholar
• Doyle, J. D., & Howard, I. L. (2013). Rutting and moisture damage resistance of high reclaimed asphalt pavement warm mixed asphalt: Loaded wheel tracking vs. Conventional methods. Road Materials and Pavement Design, 14(2), 148–172. doi: 10.1080/14680629.2013.812841
   Google Scholar
• Galooyak, S. S., Dabir, B., Nazarbeygi, A. E., & Moeini, A. (2010). Rheological properties and storage stability of bitumen/SBS/montmorillonite composites. Construction and Building Materials, 24, 300–307. doi: 10.1016/j.conbuildmat.2009.08.032
   Web of Science ®Google Scholar
• Isacsson, U., & Lu, X. (1995). Testing and appraisal of polymer modified road bitumens-state of the art. Materials and Structures, 28(3), 139–159. doi: 10.1007/BF02473221
   Web of Science ®Google Scholar
• Islam, M. R., Hossain, M. I., & Tarefder, R. A. (2015). A study of asphalt aging using indirect tensile strength test. Construction and Building Materials, 95, 218–223. doi: 10.1016/j.conbuildmat.2015.07.159
   Web of Science ®Google Scholar
• Jahanian, H. R., Shafabakhsh, G., & Divandari, H. (2017). Performance evaluation of hot mix asphalt (HMA) containing bitumen modified with Gilsonite. Construction and Building Materials, 131, 156–164. doi: 10.1016/j.conbuildmat.2016.11.069
   Web of Science ®Google Scholar
• Javilla, B., Mo, L. T., Hao, F., Shu, B., & Wu, S. (2017). Multi-stress loading effect on rutting performance of asphalt mixtures based on wheel tracking testing. Construction and Building Materials, 148, 1–9. doi: 10.1016/j.conbuildmat.2017.04.182
   Web of Science ®Google Scholar
• Moghaddam, T. B., Soltani, M., & Karim, M. R. (2014a). Evaluation of permanent deformation characteristics of unmodified and polyethylene terephthalate modified asphalt mixtures using dynamic creep test. Materials and Design, 53, 317–324. doi: 10.1016/j.matdes.2013.07.015
   Web of Science ®Google Scholar
• Moghaddam, T. B., Soltani, M., & Karim, M. R. (2014b). Experimental characterization of rutting performance of polyethylene terephthalate modified asphalt mixtures under static and dynamic loads. Construction and Building Materials, 65, 487–494. doi: 10.1016/j.conbuildmat.2014.05.006
   Web of Science ®Google Scholar
• Moon, K. H., Falchetto, A. C., & Hu, J. W. (2014). Investigation of asphalt binder and asphalt mixture low temperature creep properties using semi mechanical and analogical models. Construction and Building Materials, 53, 568–583. doi: 10.1016/j.conbuildmat.2013.12.022
   Web of Science ®Google Scholar
• Mturi, G., O’Connell, J., Zoorob, S. E., & De Beer, M. (2014). A study of crumb rubber modified bitumen used in South Africa. Road Materials and Pavement Design, 15(4), 774–790. doi: 10.1080/14680629.2014.910130
   Web of Science ®Google Scholar
• Nejad, F. M., Aghajani, P., Modarres, A., & Firoozifar, H. (2012). Investigating the properties of crumb rubber modified bitumen using classic and SHRP testing methods. Construction and Building Materials, 26, 481–489. doi: 10.1016/j.conbuildmat.2011.06.048
   Web of Science ®Google Scholar
• Nejad, F. M., Gholami, M., Naderi, K., & Rahi, M. (2015). Evaluation of rutting properties of high density polyethylene modified binders. Materials and Structures, 48, 3295–3305. doi: 10.1617/s11527-014-0399-z
   Web of Science ®Google Scholar
• Pan, P., Wu, S. P., Xiao, Y., & Liu, G. (2015). A review on hydronic asphalt pavement for energy harvesting and snow melting. Renewable & Sustainable Energy Reviews, 48, 624–634. doi: 10.1016/j.rser.2015.04.029
   Web of Science ®Google Scholar
• Polacco, G., Muscente, A., Biondi, D., & Santini, S. (2006). Effect of composition on the properties of SEBS modified asphalts. European Polymer Journal, 42(5), 1113–1121. doi: 10.1016/j.eurpolymj.2005.11.024
   Web of Science ®Google Scholar
• Presti, D. L. (2013). Recycled tyre rubber modified bitumens for road asphalt mixtures: A literature review. Construction and Building Materials, 49, 863–881. doi: 10.1016/j.conbuildmat.2013.09.007
   Web of Science ®Google Scholar
• Presti, D. L., & Airey, G. (2013). Tyre rubber-modified bitumens development: The effect of varying processing conditions. Road Materials and Pavement Design, 14(4), 888–900. doi: 10.1080/14680629.2013.837837
   Web of Science ®Google Scholar
• Qiao, Y. N., Dawson, A., Huvstig, A., & Korkiala-Tanttu, L. (2015). Calculating rutting of some thin flexible pavements from repeated load triaxial test data. International Journal of Pavement Engineering, 16(6), 467–476. doi: 10.1080/10298436.2014.943127
   Web of Science ®Google Scholar
• Qiao, Y. N., Flintsch, G. W., Dawson, A. R., & Parry, T. (2013). Examining effects of climatic factors on flexible pavement performance and service life. Transportation Research Record: Journal of the Transportation Research Board, 2349, 100–107. doi: 10.3141/2349-12
   Web of Science ®Google Scholar
• Sheikhmotevali, A. H., & Ameri, M. (2014). Application of bitumen rheological parameters to predict thermal cracking behavior of polymer modified asphalt mixture. Construction and Building Materials, 66, 259–267. doi: 10.1016/j.conbuildmat.2014.05.070
   Web of Science ®Google Scholar
• Wang, T., Yi, T., & Yuzhen, Z. (2010). The compatibility of SBS-modified asphalt. Petroleum Science and Technology, 28(7), 764–772. doi: 10.1080/10916460902937026
   Web of Science ®Google Scholar
• Xiang, L., Cheng, J., & Que, G. H. (2009). Microstructure and performance of crumb rubber modified asphalt. Construction and Building Materials, 23, 3586–3590. doi: 10.1016/j.conbuildmat.2009.06.038
   Web of Science ®Google Scholar
• Yeh, P. H., Nien, Y. H., Chen, J. H., Chen, W-C., & Chen, J-S. (2005). Thermal and rheological properties of maleated polypropylene modified asphalt. Polymer Engineering and Science, 45(8), 1152–1158. doi: 10.1002/pen.20386
   Web of Science ®Google Scholar
• Zhang, J., Apeagyei, A. K., Airey, G. D., & Grenfell, J. R. A. (2015). Influence of aggregate mineralogical composition on water resistance of aggregate–bitumen adhesion. International Journal of Adhesion and Adhesives, 62, 45–54. doi: 10.1016/j.ijadhadh.2015.06.012
   Web of Science ®Google Scholar
• Zhu, J. Q., 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
   Web of Science ®Google Scholar