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Cooking 시간 단축 첨가제가 혼입된 구스 매스틱 아스팔트 (EQ-Mastic Asphalt) 혼합물 평가 KCI 등재

Evaluation of Guss Mastic Asphalt (EQ-Mastic Asphalt) Mixtures Containing Melted Additives for Cooking Time Reduction

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

PURPOSES : The purpose of this study was to evaluate the newly developed Guss mastic asphalt mixtures, called EQ-mastic asphalt mixtures, which contain melted additives for decreasing cooking time.
METHODS : A series of experiments were performed to investigate the effectiveness of the melted additives in EQ-mastic asphalt mixtures. Both the existing Guss mastic asphalt mixture and the EQ-mastic asphalt mixture were produced with the same amounts of asphalt binders, aggregates, and fillers, but the existing Guss mastic asphalt mixture contained 3% Trinidad lake asphalt (TLA). The EQ-mastic asphalt mixture contained 3% of additives, including TLA and polyolefin. The physical material performances of both mastic asphalt mixtures were obtained by conducting the Luer fluidity test, penetration test, dynamic stability test, and low-temperature bending test. The results of the tests for the existing Guss mastic and EQ-mastic asphalt mixtures were compared.
RESULTS : The fluidity, penetration, dynamic stability, and low-temperature bending strains of both the existing Guss mastic and EQmastic asphalt mixtures all satisfied the standard values provided in the production and construction guides of the Guss mastic asphalt pavement.
CONCLUSIONS : When melted additives containing polyolefin are used in the production of Guss mastic asphalt mixtures, the cooking time decreases, so that the corresponding energy consumption and asphalt fume amount can be reduced. Therefore, an EQ-mastic asphalt mixture is proposed for use as an eco-friendly pavement material.

목차
ABSTRACT
1. 서론
2. 재료 및 장치
3. 혼합물 실험
    3.1. 아스팔트 바인더 개질을 위한 첨가제
    3.2. 입도 분포
    3.3. 배합설계 및 혼합
    3.4. 혼합물 물성 시험
4. 실험 결과 및 분석
    4.1. 아스팔트 바인더 적외선 분광 스펙트럼 분석
    4.2. 매스틱 아스팔트 혼합물의 유동성 분석
    4.3. 내구성능 분석
5. 결론
REFERENCES
저자
  • 김성민(경희대학교 공과대학 사회기반시스템공학과) | Kim Seong-Min 교신저자
  • 장병하(이레하이테크이앤씨) | Chang Byoungha
  • 김시환(태륭건설 기술연구소) | Kim Sihwan
  • 배정(삼부토건 기술연구소) | Bae Jeong