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Variation of Friction Coefficient of Airport Runway Surface by Rubber Deposits  

Cheon, Sung-Han (인천국제공항공사 연구개발팀)
Lim, Jin-Sun (인하대학교 토목공학과)
Park, Joo-Young (인하대학교 토목공학과)
Jeong, Jin-Hoon (인하대학교 토목공학과)
Publication Information
International Journal of Highway Engineering / v.12, no.3, 2010 , pp. 131-137 More about this Journal
Abstract
In this paper, overseas criteria and research results were reviewed to develop a rational criterion proper to domestic airport runways on measurement of friction coefficient and removal of rubber deposit. The friction coefficients of the runways of the Incheon International Airport were measured by the ASFT(Airport Surface Friction Tester) from August 2007 to July 2009 and the data at intensively landed points were analyzed. Variation of the friction coefficient due to accumulation and removal of tire rubber was analyzed and seasonal influence on the variation were investigated by pavement types. The friction coefficient steadily decreased over a long term despite periodical removal of the rubber deposits. The variation of the friction coefficient in summer was larger than other seasons and asphalt pavement was more sensitive to the seasonal influence than concrete pavement. The friction coefficient of the asphalt pavement with macro texture was even larger than that of early age concrete pavement with micro texture. The variation of the friction coefficient of the asphalt pavement due to the deposit and removal of the tire rubber was also larger than that of the concrete pavement.
Keywords
airport pavement; runway; rubber deposit; friction coefficient;
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  • Reference
1 FAA (2004) Measurement, Construction, and Maintenance of Skid-Resistant Airport Pavement Surfaces. Advisory Circular No 150/5320-12C Change 4. Federal Aviation Administration. U.S. Department of Transportation. Washington.
2 Hall, J. W. (2006) Guide for Pavement Friction, Final Guide, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C.
3 Henry, J. J. (2000) Evaluation of Pavement Friction Characteristics. NCHRP Synthesis 291, National Cooperative Highway Research Program (NCHRP), Washington, D.C.
4 ICAO (2004) Annex 14 to the Convention on International Civil Aviation. Volume I. Aerodrome Design and Operations. International Civil Aviation Organization. 4th Edition. Canada.
5 Meyer, W. E. (1982) Synthesis of Frictional Requirements Research. Report No. FHWA/RD-81/159, Federal Highway Administration, Washington, D.C.
6 Rogers, M. P. and Garget, T. (1991)" A skidding resistance standard for the national road network = Norme de glissance pour le reseau routier national", Highways and transportation, Vol. 38, No. 4, pp. 10-16.
7 Toan, D. V. (2005), "Runway Friction Performance in NZ", Proceedings of 2005 International Surface Friction Conference, Christchurch, New Zealand.
8 박태순 (2001), "건식그루빙을 사용한 공항 활주로의 마찰 및 수막현상 특성평가", 한국도로포장공학회지, 제3권 제3호, pp. 111-118.
9 유승권 (2003)," 공항 포장의 그루빙 설치기준", 한국도로포장공학회지, 제5권 제2호, pp. 33-43.
10 이선구 (2002), 활주로 포장상태에 따른 마찰력 변화에 관한 연구, 석사학위논문, 한양대학교.
11 최정수 (2003)," 활주로 아스팔트콘크리트포장의 그루빙 설치에 대한 타당성분석 및 시공사례", 제 6회 한국항공안전세미나, 한국항공진흥협회.