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생산온도 저감을 위한 중저온 아스팔트 재료의 기초성능 평가 연구 KCI 등재

Basic Performance Evaluation of Half-warm Mix Asphalt Materials for Reducing Production Temperature

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한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : Owing to industrial development, the occurrence of continuous environmental damage such as abnormal weather is accelerating because of a rapid increase in carbon emissions. Therefore, various efforts are expended worldwide to realize a low-carbon ecofriendly society. In the construction industry, various efforts have been realized to reduce environmental pollution such as greenhouse gas emissions, for example by introducing eco-friendly materials and reducing industrial waste. In this study, an asphalt pavement technology that can reduce production and construction temperatures by more than 60 °C is developed to reduce the amount of carbon generated in the asphalt industry.
METHODS : The performance of a half-warm asphalt binder developed using thermoplastic elastomers and low-temperature additives was assessed. In addition, the change in the quality of a mixture due to the use of the half-warm asphalt binder was evaluated.
RESULTS : As the amount of thermoplastic elastomer used increases, the performance grade of the asphalt binder increases as well. When 3% or more of the elastomer is incorporated, the target performance grade of the asphalt binder is satisfied. In addition, by incorporating the thermoplastic elastomer and a low-temperature additive, the overall moisture and rutting resistance increased even at relatively low production and compaction temperatures.
CONCLUSIONS : Additional measures to stabilize quality and improve economic feasibility will present a new paradigm for investigations into eco-friendly asphalt concrete pavements.

목차
ABSTRACT
1. 서론
2. 중저온 아스팔트 바인더
    2.1. 열가소성 탄성체
    2.2. 분산제
3. 중저온 아스팔트 바인더 기초물성 평가
    3.1. 기초물성 시험
    3.2. 공용성 등급 평가
    3.3. 중저온 아스팔트 바인더 시험결과
4. 중저온 아스팔트 콘크리트
    4.1. 배합설계
    4.2. 기초물성평가
    4.3. 공용성능평가
5. 결론
REFERENCES
저자
  • 김경남(한국건설기술연구원 도로교통연구본부 박사후연구원) | Kim Kyungnam
  • 김영민(한국건설기술연구원 도로교통연구본부 수석연구원 · 공학박사) | Kim Yeongmin Corresponding author