DOI QR코드

DOI QR Code

Properties of Cold Recycled Asphalt Mixtures with Alkali-activated Filler according to Wasted Asphalt Aggregate Content

폐아스콘 순환골재 혼입율에 따른 알칼리활성화 채움재 상온 재생 아스팔트 혼합물의 특성

  • Received : 2018.09.10
  • Accepted : 2018.09.28
  • Published : 2018.09.30

Abstract

Due to the advantages of less raw materials and fossil fuel consumption, lower carbon footprint, and the capability of pavement performance improvement, the recycling technology of asphalt is developed and applied for road rehabilitation and construction in the western countries over the past two decades. Cold recycled asphalt mixtures are bituminous materials normally made by mixing recycled aggregate from wasted asphalt with an asphalt emulsion and water at room temperature. This paper aims at investigating the properties of cold recycled asphalt mixture with alkali-activated filler according to wasted asphalt aggregate content. As a result, as the content of wasted asphalt aggregate increased, the marshall stability of cold recycled asphalt mixture decreased and void ratio increased. Also, grading curves for cold recycled asphalt mixture as specified in GR criteria were satisfied in all aggregate mixing conditions regardless of the wasted asphalt aggregate content.

아스팔트의 재활용 기술은 화석연료 감소, 탄소 저감, 포장 성능 개선 등의 장점으로 인해 지난 20년간 선진국의 도로 건설 및 유지관리를 위해 개발되고 적용되고 있다. 상온 재생 아스팔트 혼합물은 상온에서 폐아스콘 순환골재를 물과 유화 아스팔트와 함께 혼합하는 역청재료이다. 본 논문은 폐아스콘 순환골재 혼입율에 따라 알칼리 활성화 채움재를 사용한 상온 재생 아스팔트 혼합물의 특성을 검토하고자 하였다. 그 결과 폐아스콘 순환골재의 혼입율이 증가할수록 상온 재생 아스팔트 혼합물의 마샬 안정도가 감소하고 공극률이 증가하였다. 또한, GR에서 정하고 있는 상온 재생 아스팔트 혼합물의 입도 기준을 모든 골재 혼합 조건에서 만족하였다.

Keywords

References

  1. Hong, I.K., Jeon, G.S., Yang, C.B., Lee, S.B. (2014). Development of optimal binder for recycling cold asphalt mixture, Applied Chemistry for Engineering, 25(4), 409-413 [in Korean]. https://doi.org/10.14478/ace.2014.1056
  2. Kang, S.P. (2012). A study on the usability of red mud as activator of alkali-activated cementless binder, Journal of the Architectural Institute of Korea Structure & Construction, 28(11), 133-140 [in Korean]. https://doi.org/10.5659/JAIK_SC.2012.28.11.133
  3. Kang, S.P., Kwon, S.J. (2017). Effects of red mud and alkali-activated slag cement on efflorescence in cement mortar, Construction and Building Materials, 133, 459-467. https://doi.org/10.1016/j.conbuildmat.2016.12.123
  4. Kim, H.J., Kang, S.P., Choe, G.C. (2018). Effect of red mud content on strength and efflorescence in pavement using alkali-activated slag cement, International Journal of Concrete Structures and Materials, 12(2), 207-215.
  5. Kim, N.S., Jo, M.H., Lim, J.S. (2003). Laboratory performance characteristics of cold-mixed reclaimed asphalt pavement(RAP), Journal of the Korean Society of Hazard Mitigation, 3(1), 133-140 [in Korean].
  6. Lin, J., Wei, T., Hong, J., Zhao, Y., Liu, J. (2015). Research on development mechanism of early-stage strength for cold recycled asphalt mixture using emulsion asphalt, Construction and Building Materials, 99, 137-142. https://doi.org/10.1016/j.conbuildmat.2015.09.019
  7. Park, S.B., Kwon, H.J. (2001). A study on the properties of modified asphalt mixtures using cold recycling method, Journal of the Korean Academic Industrial Society, 2(2), 65-71 [in Korean].
  8. Wang, Y., Leng, Z., Li, X., Hu, C. (2018). Cold recycling of reclaimed asphalt pavement towards improved engineering performance, Journal of Cleaner Production, 171, 1031-1038. https://doi.org/10.1016/j.jclepro.2017.10.132
  9. Xiao, F., Yao, S., Wang, J., Li, X., Amirkhanian, S. (2018). A literature review on cold recycling technology of asphalt pavement, Construction and Building Materials, 180, 579-604. https://doi.org/10.1016/j.conbuildmat.2018.06.006