The effect of nano-silica material and alkali resistant glass fibre on the OGFC asphalt mixture

References

• AASHTO, 2014. Standard method of test for determination of draindown characteristics in uncompacted asphalt mixtures. AASHTO T 305, Washington, DC.
   Google Scholar
• Abtahi, S.M., et al., 2013. Hybrid reinforcement of asphalt concrete mixtures using glass and polypropylene fibers. Journal of Engineering Fibers and Fabrics, 8920, 25–35.
   Google Scholar
• Alvarez, A.E., et al., 2006. Optimizing the design of permeable friction courses (PFC). Performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration.
   Google Scholar
• Archilla, A., and Madanat, S, 2001. Estimation of rutting models by 454 combining data from different sources. Journal of Transportation Engineering, 127 5 (379), 379–389. doi:10.1061/455(ASCE)0733-947X doi: 10.1061/(ASCE)0733-947X(2001)127:5(379)
   Google Scholar
• ASTM C131 / C131M-14, 2006. Standard test method for resistance to degradation of small-size course aggregate by abrasion and impact in the Los Angeles machine. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D6927-15, 2015. Standard test method for Marshall stability and flow of asphalt mixtures, ASTM International, West Conshohocken, PA, www.astm.org.
   Google Scholar
• ASTM D7063/D7063M-18, 2018. Standard test method for effective porosity and effective air voids of compacted asphalt mixture samples. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D7064 / D7064M-08, 2013. Standard practice for open-graded friction course (OGFC) mix design. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM E303-93, 2018. Standard test method for measuring surface frictional properties using the British Pendulum Tester. West Conshohocken, PA: ASTM International.
   Google Scholar
• Coleri, E., Kayhanian, M., and Harvey, J. T, 2014. Permeability of porous friction course pavements: before and after accelerated pavement tests. Transportation Research Record, 2456 (1), 21–29. 10.3141/2456-03.
   Google Scholar
• Cooley, Jr, L. A., et al., 2009. Construction and maintenance practices for permeable friction courses. NCHRP REPORT 640. Washington, DC: Transportation Research Board.
   Google Scholar
• Cooley, L. A., Brown, E. R., and Watson, D. E, 2000. Evaluation of open-graded friction course mixtures containing cellulose fibers. Transportation Research Record, 1723, 19–25. doi: 10.3141/1723-03
   Google Scholar
• Donath, M., and Monica, J, 2008. The effect of gradation and fibre on the performance of open graded friction course mixes in Costa Rica, 87th Annual Meeting of Transportation Research Board, Washington, DC, January, 21–-25.
   Google Scholar
• Enieb, M., and Diab, A, 2017. Characteristics of asphalt binder and mixture containing nanosilica. International Journal of Pavement Research and Technology, doi:10.1016/j.ijprt.2016.11.009.
   Google Scholar
• Hassan, H.F., Al-Oraimi, S., and Taha, R., 2005. Evaluation of open-graded friction course mixtures containing cellulose fibers and Styrene Butadiene rubber polymer. J. Mater. Civ. Eng, 17 (4), 416–422. doi:10.1061/(ASCE)0899-1561 doi: 10.1061/(ASCE)0899-1561(2005)17:4(416)
   Web of Science ®Google Scholar
• Huber, G, 2000. Performance survey on open-graded friction course mixes. National Cooperative Highway Research Program. Synthesis of Highway Practice 284. Transportation Research Board. Washington, DC.
   Google Scholar
• Kaloush, K.E, 2001. Simple performance test for permanent deformation of asphalt mixture. Tempe, AZ: Arizona State Univ.
   Google Scholar
• Kaloush, K.E., and Witczak, M.W., 2002. Tertiary flow characteristics of asphalt mixtures. Journal of the Association of Asphalt Paving, 71, 248–280.
   Google Scholar
• Kandhal, P. S., and Mallick, R. B, 1998. Open-graded friction courses: State of practice. NCAT Rep. No. 98-7, National Center for Asphalt Technology, Washington, DC.
   Google Scholar
• Kandhal, P. S., and Mallick, R. B., 1999. Design of new-generation open-graded friction courses. Rep. No. 99-3, National Center of Asphalt Technology (NCAT), Auburn, Ala.
   Google Scholar
• Khedr, S. A, 1986. Deformation mechanism in asphaltic concrete. Journal of Transportation Engineering, 112 1(29), 29–45. doi:10.1061/(ASCE)0733-947X doi: 10.1061/(ASCE)0733-947X(1986)112:1(29)
   Google Scholar
• LeBaron, P.C., Wang, Z., and Pinnavaia, T.J, 1999. Polymer-layered silicate nanocomposites: an overview. Applied Clay Science, 15 (1–2), 11–29. doi: 10.1016/S0169-1317(99)00017-4
   Web of Science ®Google Scholar
• Lyons, K.R., Bradley, J., and Putman, B.J., 2013. Laboratory evaluation of stabilizing methods for porous asphalt mixtures. Construction and Building Materials, 772–780. doi:10.1016/j.conbuildmat.2013.08.07649 doi: 10.1016/j.conbuildmat.2013.08.076
   Google Scholar
• Lytton, R. L., et al., 1993. Development and validation of performance prediction models and specifications for asphalt binders and paving mixes. Rep. SHRP-A-357, TRB, 1 (29), 29–45. doi:10.1061/(ASCE)0733-947X(1986)112.
   Google Scholar
• Mallick, R.B., et al., 2000. Design, construction, and performance of new-generation open graded friction course. NCAT Report 00-01.
   Google Scholar
• Mallick, R.B. and El-Korchi, T, 2018. Pavement Engineering:principles and practice. 3rd ed. Boca Raton, FL: CRC Press.
   Google Scholar
• Masri, K. A., Arshad, A. K., and Samsudin, M. S, 2016. Mechanical properties of porous asphalt with nanosilica modified binder. Jurnal Teknologi, 78 (7–2), 139–146. 10.11113/jt.v78.9509.
   Web of Science ®Google Scholar
• McDaniel, R.S, 2015. Fiber additives in asphalt mixtures, NCHRP SYNTHESYS REPORT 475. Washington, DC: Transportation Research Board.
   Google Scholar
• Panda, M., and Mazumdar, M, 2002. Utilization of reclaimed polyethylene in bituminous paving mixes. Journal of Materials in Civil Engineering, 14 (6), 527–530. doi:10.1061/(ASCE)0899-1561 doi: 10.1061/(ASCE)0899-1561(2002)14:6(527)
   Web of Science ®Google Scholar
• Perez-Jimenez, F. E., and Gordillo, J, 1990. Optimization of porous mixes through the use of special binders. Transportation Research Record, 1265, 59–68.
   Google Scholar
• Punith, V. S., et al., 2004. Characterization of polymer and fiber-modified porous. Journal of Materials in Civil Engineering, 23, 335–341. doi: 10.1061/(ASCE)MT.1943-5533.0000162
   Google Scholar
• Punith, V. S, and Veeraragavan, A, 2011. Characterization of OGFC mixtures containing reclaimed polyethylene fibers. Journal of Materials in Civil Engineering, 23, 335–341. 10.1061/(ASCE)MT.1943-5533.0000162.
   Web of Science ®Google Scholar
• Ray, S.S., and Okamoto, M, 2003. Polymer–layered silicate nanocomposite: a review from preparation to processing. Progress in Polymer Science, 28, 1539–1641. doi:10.1016/j.progpolymsci.2003.08.002.
   Web of Science ®Google Scholar
• Roya, N., Veeraragavana, A., and Murali Krishnana, J, 2014. Influence of confinement pressure and air voids on the repeated creep and recovery of asphalt concrete mixtures. International Journal of Pavement Engineering, 17 (2), 133–147. doi: 10.1080/10298436.2014.925622
   Web of Science ®Google Scholar
• Saiton, A., 1990. Advantages of asphalt rubber binder for porous asphalt concrete. Transportation Research Record, 1265, 69–81.
   Google Scholar
• Sarkar, A., 2016. Combined effect of loading pattern, pulse duration, and stress level on the cyclic creep test of asphalt mixture. Journal of Material in Civil Engineering, 29 (1), .doi:10.1061/(ASCE)MT.1943-5533.0001715.
   Web of Science ®Google Scholar
• SA (Standards Australia), 1995. AS 2891.12.1: method of sampling and testing asphalt 12.1, determination of the permanent compressive strain characteristics of asphalt, dynamic creep test. Sydney, NSW: Standards Australia Sydney.
   Google Scholar
• Watson, D. E., et al., 2003. Refinement of new-generation open-graded friction course mix design. Transportation Research Record: Journal of the Transportation Research Board, No. 1832. TRB. National Research Council, Washington, DC, 78–85.
   Google Scholar
• Watson, D., et al., 2004. Verification of VCA testing to determine stone-on-stone contact of HMA mixtures. In: Transportation research record: Journal of the Transportation Research Board, No. 1891Washington, DC: Transportation Research Board of the National Academies, 182–190.
   Google Scholar
• Watson, D., Johnson, A., and Jared, D, 1998. Georgia Department of Transportation’s progress in open-graded friction course development. Transportation Research Record, 1616, 30–33. doi: 10.3141/1616-05
   Google Scholar
• Yao, H., et al., 2013. Rheological properties and chemical bonding of asphalt modified with nano-silica. Journal of Materials in Civil Engineering, 10, 1619–1630. doi:10.1061/(ASCE)MT.1943-5533.0000690.
   Google Scholar
• Zhaoxing, Xie, et al., 2019. Five-year performance of improved open-graded friction course on the NCAT pavement test track. Transportation Research Record Journal of the Transportation Research Board, doi:10.1177/0361198119827577.
   PubMed Web of Science ®Google Scholar
• Zhaoxing, Xie, and Shen, Junan, 2015. Performance of porous European mix (PEM) pavements added with crumb rubbers in dry process. International Journal of Pavement Engineering, doi:10.1080/10298436.2015.1011783.
   Web of Science ®Google Scholar