DOI QR코드

DOI QR Code

A Fundamental Study of Rejuvenator for Warm in Place Recycling Asphalt Pavement Mixtures

현장 중온 재생 혼합물용 재생첨가제의 기초적인 연구

  • 박재영 (전북대학교 토목공학과) ;
  • 이강훈 (한국건설기술연구원 도로연구소) ;
  • 권수안 (한국건설기술연구원 도로연구소) ;
  • 이재준 (전북대학교 토목공학과)
  • Received : 2017.03.16
  • Accepted : 2017.09.22
  • Published : 2017.10.16

Abstract

PURPOSES : This research was a laboratory study for evaluating the Reclaimed Asphalt Pavement (RAP) mixture added developed rejuvenator for warm mix recycling. Waste asphalt mixtures occupy about 18.2% of construction wastes in Korea. Moreover, most rejuvenators were imported from Europe or the U.S. Therefore, improving usage of RAP with a developed rejuvenator material provides environmental protection at a reduced cost. METHODS : The specimen used for this experiment was performed by only using RAP. A suitable rejuvenator for Target PG was then added. In addition, a conventional rejuvenator was selected to compare performance and specimens introduced with the same procedure as the developed rejuvenator was prepared. In order to evaluate rutting resistance and water susceptibility, we conducted a deformation strength test, a tensile strength ratio test, and a dynamic immersion test with the prepared mixtures. RESULTS :Laboratory test results indicated that both the developed additive and conventional additive improved performance of the recycled asphalt mixtures compared to mixtures without the rejuvenator. In addition, the deformation strength test and TSR test results satisfied standards for domestic recycling asphalt mixtures. The dynamic immersion test showed that the developed rejuvenator has superior scaling resistance than the conventional rejuvenator. CONCLUSIONS : In terms of rutting resistance and moisture susceptibility, the warm mix recycled asphalt mixtures with the developed rejuvenator appeared to effectively recovered performance.

Keywords

References

  1. An, J. H., and Kim, N. S. (2016). Evaluation of Properties of Warm- Mix Recycled Asphalt Binder for Promoting the Recycled Asphalt, JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS, 36.6, pp.1101-1107. https://doi.org/10.12652/Ksce.2016.36.6.1101
  2. Department of Transport and Main Roads (2012). Pavement Rehabilitation Manual, http://www.tmr.qld.gov.au/business-industry/Technical-standards-publications/Pavement-Rehabilitation-Manual.aspx.
  3. Hwang, S. D., Kim, Y. M., Rhee, S. G., and Yang, S. L. (2005). Evaluation of Antistripping Additives for Asphalt Mixtures Using Dynamic Immersion Test, Proceeding KSCE, pp.5311-5314.
  4. Jeong, K. D., Kwon, S. A., Im, J. H., and Son, J. T. (2016). Development of Rejuvenator for High-RAP Warm In-Place Recycling of Asphalt Pavement, Proceeding KSCE, pp.29-30.
  5. Kim, J. W., and Chun, B. S. (2012). A Study on the Field Application of Superior Recycled Pavement of the Waste Asphalt, Journal of the Korean Geo-Environmental Society, Vol.13, No.2, pp.67-73.
  6. Kim, Y. M., Rhee, S. K., Jeong, G. D., and Yang S. L. (2007). A Study on Performance Properties of Waste Asphalt Binder Using Rejuvenator, Proceeding KSCE, pp.1875-1880.
  7. Kwon, S. A., Yang, S. L., Lee, J. J., Hong, J. C., and Lim, J. K. (2013). A Case Study of Hot In-Place Recycling Asphalt Mixture in Korea, Int. J. Highw. Eng., Vol.15, No.1, pp.57-63. https://doi.org/10.7855/IJHE.2013.15.1.057
  8. Rogers, W. (2011). Influence of Warm Mix Additives Upon High RAP Asphalt Mixes, http://tigerprints.clemson.edu/cgi/viewcontent.cgi?article=1877&context=all_dissertations.
  9. State of California (2008). Chapter 13 In-Place Recycling, MTAG Volume I Flexible Pavement Preservation 2nd Edition.
  10. Yun, T. Y., Ohm, B. S., and Yoo, P. J. (2012). Performance Evaluation of Polymer Modified Asphalt Binder with PG Testing Protocols, Int. J. Highw. Eng., Vol.14, No.5, pp.47-55. https://doi.org/10.7855/IJHE.2012.14.5.047