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2020 Vol.10, Issue 2

Scientific Paper

Characteristics of warm mix asphalt mixtures containing reclaimed asphalt pavement (RAP) by content of waste glass aggregate (WGA)

잔골재 일부를 폐유리로 대체한 준고온 순환 아스팔트 혼합물 특성 평가

Youngjin Jo1
,
Jieun Lee2
,
Wonbae Kim3
,
Kwang W. Kim4
,
Sungun Kim5*
조 영진1
,
이 지은2
,
김 원배3
,
김 광우4
,
김 성운5*
1Ph. D. Senior Research Engineer, Daegu & Gyeongbuk Branch, Korea Conformity Laboratories
2Undergraduate School, Department of Regional Infrastructure Engineering, Kangwon National University
3Researcher, Advanced Construction Research Center, Kangwon National University
4Ph. D. Professor Emeritus, Department of Regional Infrastructure Engineering, Kangwon National University
5Ph. D. Senior Research Engineer, Advanced Construction Research Center, Kangwon National University
1한국건설생활환경시험연구원 선임연구원
2강원대학교 지역건설공학과 학부
3강원대학교 첨단건설기술연구소 연구원
4강원대학교 지역건설공학과 명예교수
5강원대학교 첨단건설기술연구소 선임연구원
*Corresponding Author
31 December 2020. pp. 147-161
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Abstract

This study performed to apply waste glass aggregate (WGA) to manufacture for paving asphalt mixture containing reclaimed asphalt pavement (RAP). The WGA below 5 mm which is replaced the partial of natural fine aggregate (NFA) was used to manufacture recycled warm mix asphalt mixture (RWMA) that contained RAP, crumb rubber modifier (CRM), waste polyethylene (W-PE) and warm mix additive. Warm mix additive used in study, which was invented using several core materials, such as waxes and oil, and other substances, was used to manufacture WMA mixture. WMA mix design was conducted to use WGA substituted for the NFA contents of 5, 10, 15% in mixture and determined optimum asphalt content (OAC) by dosage of the WGA, and then compared performance with normal asphalt mixture. The specimens of RWMA were prepared with the OACs, and rutting resistance, crack resistance, and moisture sensitivity were evaluated by performing deformation strength (SD), dynamic stability (DS), indirect tensile strength (ITS), tensile strength ratio (TSR), and deformation strength ratio (SDR). As a result, OACs of RWMA decreased as increasing WGA contents in mixture. Performances of RWMA for base layer (BB-2) such as SD, ITS, toughness, TSR and SDR, were satisfied the specification of the Ministry of Land, Infrastructure and Transport, even if WGA was substituted for NFA up to 15%. This was believed to be due to the increase stiffness by aged binder in RAP and the influence of CRM, W-PE used as modifiers, and warm mix additives.

Keywords
Waste glass fine aggregate (WGA)
Reclaimed asphalt pavement (RAP)
Warm mix asphalt (WMA)
Rutting resistance
Crack resistance
Moisture sensitivity
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Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 10
  • No :2
  • Pages :147-161
  • Received Date : 2020-11-28
  • Revised Date : 2020-12-02
  • Accepted Date : 2020-12-07
  • DOI :https://doi.org/10.22702/jkai.2020.10.2.014
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