Open Access
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
Article Number 01024
Number of page(s) 5
Section Geosynthetics Applied Design Theory and Method
Published online 26 October 2020
  1. J.D. Brock, J.L. Richmond. Milling and recycling. Chattanooga, TN: ASTEC, Technical Paper T-127, (2007). [Google Scholar]
  2. M. Zaumanis, R.B. Mallick, R. Frank. 100% recycled hot mix asphalt: A review and analysis.Resources, Conservation and Recycling, 92:230-245, (2014).. [CrossRef] [Google Scholar]
  3. R. West, J.R. Willis, M. Marasteanu. Improved mix design, evaluation, and materials management practices for hot mix asphalt with high reclaimed asphalt pavement content. Auburn, AL: National Center for Asphalt Technology, Report Number NCHRP. 752, Project Number 09-46, (2013). [Google Scholar]
  4. P.M. Kandhal, and R.B. Mallick. Pavement recycling guidelines for state and local governments-participant’s reference book. Auburn, AL: National Center for Asphalt Technology, Report Number FHWA-SA-98-042, (1997). [Google Scholar]
  5. W.S. Mogawer, et al. Performance characteristics of plant produced high RAP mixtures. Road Materials and Pavement Design, 13(1):183–208, (2012). doi:10.1080/14680629.2012. 657070. [CrossRef] [Google Scholar]
  6. I. Artamendi, et al. Rejuvenation of bituminous mixtures containing reclaimed asphalt with used vegetable oil. In: 5th international conference bituminous mixtures and pavements, 1–3 June 2011 Thessaloniki, Greece. Thessaloniki: Aristotle University of Thessaloniki, 1024–1033, (2011). [Google Scholar]
  7. I.L. Al-Qadi, M.A. Elseififi and S.H. Carpenter. Reclaimed asphalt pavement: a literature review. Spring- field: Illinois Center for Transportation, Report Number FHWA-ICT-07-001, (2007). [Google Scholar]
  8. J.R. Willis, et al. Effects of changing virgin binder grade and content on RAP mixture properties. Auburn, AL: National Center for Asphalt Technology, Report Number NCAT 12-03, (2012). [Google Scholar]
  9. R. West, et al. Phase IV NCAT pavement test track findings. Auburn, AL: National Center for Asphalt Technology, Report Number NCAT 12-10, (2012). [Google Scholar]
  10. J.D. Doyle, I.L. Howard. 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(Supp 2), 148-172, (2013). [CrossRef] [Google Scholar]
  11. N.H. Tran, A. Taylor, R. Willis. Effect of rejuvenator on performance properties of HMA mixtures with high RAP and RAS contents. Auburn, AL: National Center for Asphalt Technology, (2012). [Google Scholar]
  12. N. Tran, R. West, A. Taylor, R. Willis. Evaluation of moderate and high RAP mixtures at laboratory and pavement scales.International Journal of Pavement Engineering, 18(9):851-858, (2017). [CrossRef] [Google Scholar]
  13. R. Karlsson and U. Isacsson. Material-related aspects of asphalt recycling-state-of-the-art. Journal of Materials in Civil Engineering, 18(1):81–92, (2006). doi:10.1061/(ASCE)0899-1561(2006)18:1(81) [CrossRef] [Google Scholar]
  14. I. Rodríguez-Fernández, P. Lastra-González, I. Indacoechea-Vega, D. Castro-Fresno. Recyclability potential of asphalt mixes containing reclaimed asphalt pavement and industrial by-products. Construction and Building Materials, 195:148-155, (2019). [Google Scholar]
  15. D. Lo Presti, A.J.d.B. Carrión, G. Airey, E. Hajj. Towards 100% recycling of reclaimed asphalt in road surface courses: binder design methodology and case studies. Journal of cleaner production, 131:43-51, (2016). [Google Scholar]
  16. H.M.R.D. Silva, J.R.M Oliveira, C.M.G. Jesus. Are totally recycled hot mix asphalt a sustainable alternative for road paving? Resources Conservation and Recycling, 60, 38 – 48. doi:10.1016/j.resconrec. 2011.11.013, (2012). [CrossRef] [Google Scholar]
  17. C. Wang, L. Xue, W. Xie, Z. You, X. Yang. Laboratory investigation on chemical and rheological properties of bio-asphalt binders incorporating waste cooking oil. Construction and Building Materials, 167:348-358, (2018). [Google Scholar]
  18. M. Zaumanis. 100% recycled hot mix asphalt and the use of rejuvenators. Thesis (PhD). Worcester Polytechnic Institute, (2014). [Google Scholar]
  19. Z. Leng, A. Sreeram, R.K. Padhan, Z. Tan. Value-added application of waste PET based additives in bituminous mixtures containing high percentage of reclaimed asphalt pavement (RAP).Journal of cleaner production, 196:615-625, (2018). [Google Scholar]
  20. B. Prowell, G. Hurley. Warm-mix asphalt: best practices. Quality Improvement Publication 125, 3rd edn. NAPA, Lanham, MD, (2008). [Google Scholar]
  21. W. Song, B. Huang, X. Shu. Influence of warm-mix asphalt technology and rejuvenator on performance of asphalt mixtures containing 50% reclaimed asphalt pavement.Journal of cleaner production, 192:191-198, (2018). [Google Scholar]
  22. M. Winas, R. Susanto, S. Jachrizal, S. Sumabrata, H. Pranowo, R. Hadiwardoyo, A. Suyuti. Influence of amount of reclaimed asphalt pavement and asphalt using warm mix asphalt method on asphalt concrete wearing course. AIP Conference Proceedings, 2019, 2114(1). [Google Scholar]
  23. R.A. Suyuti, R.J. Sumabrata, S.P. Hadiwardoyo, D. Iskandar. The use of reclaimed asphalt pavement by adding retona asbuton on asphalt concrete wearing course using the warm mix asphalt method. AIP Conference Proceedings, 2114(1), (2019). [Google Scholar]
  24. L. Devulapalli, K. Saravanan, G. Sarang. A review on the mechanisms involved in reclaimed asphalt pavement.International Journal of Pavement Research and Technology, 2019, 12(2), 185-196. [CrossRef] [Google Scholar]

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