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LA마모시험과 마모가속시험을 이용한 노면 노출 굵은 골재의 마모 특성 연구 KCI 등재

Abrasion Characteristics of the Coarse Aggregate Exposed to the Road Surface Using LA Abrasion Test and Accelerated Polishing Test

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

PURPOSES : This study investigates the abrasion characteristics of coarse aggregate using the Los Angeles (L.A.) abrasion test and the accelerated polishing machine (APM) test. The coarse aggregates are randomly exposed on the surface of asphalt concrete pavements and on exposed aggregate concrete pavements. The exposed aggregates play a very important role in providing skid resistance. Therefore, the adequate abrasion resistance of coarse aggregate must be ensured to maintain the skid resistance during service life. In Korea, the LA abrasion test is conducted according to the KS F 2508 standard for the evaluation of the abrasion resistance of coarse aggregate. However, the road surface abrasion is caused by the friction between the tire and the road surface structure; hence, whether the LA abrasion test, which evaluates the abrasion caused by the impact of coarse aggregates and steel balls, can evaluate the road surface abrasion is questionable. A comparison and an analysis between the APM and LA abrasion tests were conducted herein to evaluate the road abrasion. An analysis was also performed to analyze whether the abrasion characteristics appeared depending on the type of coarse aggregate.
METHODS: The results of the APM and LA abrasion tests for various aggregate types were obtained through a series of experiments and literature reviews. The correlation between the LA abrasion loss and the PV data was derived. In addition, the influence of the aggregate type on the abrasion resistance was investigated.
RESULTS : An abrasion resistance database was established, and the relationship between the rock types and the abrasion resistance was statistically determined. The results showed that the PV was increased to 0.54 along with a 1% increasing rate of the LA abrasion loss with a 0.67 coefficient of determination. The abrasion resistance was also influenced by the aggregate type, which was found to be statistically significant.
CONCLUSIONS: A good relationship between the PV and the LA abrasion loss was obtained, allowing the use of the LA abrasion test (KS F 2508) alone, to reasonably evaluate the abrasion resistance of the exposed aggregate texture. The aggregate types were also found to have an impact on the abrasion resistance.

목차
ABSTRACT
1. 서론
2. 굵은 골재의 마모시험법
    2.1. Los Angeles machine을 이용한 굵은 골재의 마모시험
    2.2. Accelerated Polishing Machine을 이용한 마모시험
3. 마모저항성 실험 결과 및 데이터 수집
    3.1. GWNU 마모시험 결과
    3.2. 문헌 조사 마모데이터 수집 결과
    3.3. 마모저항성 Database 구축
4. Database 분석
    4.1. ASTM D3319와 BS EN 1097-8 시험방법에 대한 데이터 검정
    4.2. 암석 종류에 따른 마모 데이터 분석
    4.3. LA마모감량과 PV의 상관관계
5. 결론
REFERENCES
저자
  • 문상봉(강릉원주대학교 토목공학과) | Moon Sang Bong
  • 김영규(강릉원주대학교 방재연구소) | Kim Young Kyu
  • 이승우(강릉원주대학교 토목공학과) | Lee Seung Woo (Department of Civil Engineering, Gangneung-Wonju National University) 교신저자