한국도로학회논문집 (International Journal of Highway Engineering)

  • 제15권3호
  • /
  • Pages.103-115
  • /
  • 2013
  • /
  • 1738-7159(pISSN)
  • /
  • 2287-3678(eISSN)
한국도로학회 (Korean Society of Road Engineers)
권호 표지
DOI QR코드

DOI QR Code

설계속도 상향에 따른 인간공학적 특성을 반영한 편경사와 횡방향마찰계수 분배방법에 관한 연구

A Study for Distribution Methods Between Superelevation and Side Friction Factor Reflecting Ergonomic Characteristics by Increasing Design Speed

  • 정승원 (서울시립대학교 교통공학과) ;
  • 김상엽 (전북발전연구원 새만금지역개발연구부) ;
  • 최재성 (서울시립대학교 교통공학과) ;
  • 김홍진 (한국도로공사 스마트하이웨이사업단) ;
  • 장태연 (전북대학교 도시공학과)
  • 투고 : 2012.05.29
  • 심사 : 2013.05.27
  • 발행 : 2013.06.17
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

PURPOSES: The purpose of this study is to develop a method for distribution between superelevation and side friction factor by increasing design speed. METHODS: First of all, a method for distribution between superelevation and side friction factor and a theory for the functional formula of side friction factor in compliance with horizontal radius applied in South Korea and the United States are considered. Especially, design speed of 140km/h and numerical value of design elements are applied to the theory for the functional formula of side friction factor in AASHTO's methods. Also, the anxiety EEG upon running speed is measured to reflect ergonomic characteristics through field experiments at seven curve sections of the West Coast Freeway, and this data is applied to graph for the functional formula of side friction factor. RESULTS : Matching side friction factor against the anxiety EEG, the results that a critical points of driver's anxiety EEG sharply increase locate under existing parabola are figured out. CONCLUSIONS : Therefore, we could get a new type of the functional formula that driver's driving comfortability is guaranteed if the existing the functional formula of side friction factor goes down under boundary of the critical points of the anxiety EEG.

키워드

참고문헌

  1. MLTMA. Highway Geometric Design Standards and Regulation. Ministry of Land & Transportation and Maritime Affairs, Seoul, Korea, 2009.
  2. AASHTO, A Policy on Geometric Design of Highways and Streets, 2011.
  3. Texas Transportation Institute, CRITERIA FOR HIGH DESIGN SPEED FACILITIES, 2007.
  4. Austroads, Rural Road Design; A Guide to the Geometric Design of Rural Roads, 2003.
  5. Park, Jejin, Kim, Y., Ko, Y., Ha, T., 2008. Evaluation of horizontal curve transition section using lateral acceleration model, International Journal of Highway Engineering, Vol. 10. No. 2. 133-141.
  6. Kim, Yongseok, Cho, W., 2004. An observational study on the driver behaviours at long tangent sections followed by sharp horizontal curve, Journal of Korean Society of Transportation, Vol. 22. No. 7. 139-146.
  7. Lee, Jongdal, Lee, Y., Kwon, K., Jeong, K., 2001. A study on the improvement of highway superelevation considering gravity genter of vehicles -The case of S curve in I.C.-, Journal of Korean Society of Civil Engineers, Vol. 21. No. 1D. 53-59.
  8. Jeong, Junhwa, Yu, S., Yun, Y., 2000. Analysis of the driver's behavior at horizontal curves, Journal of Korean Society of Civil Engineers, Vol. 20. No. 1. 67-75.
  9. Jeong, Junhwa, Park, Y., Park, C., 2000. A design method of horizontal curve based on speeds, Journal of Korean Society of Civil Engineers, Vol 22. No. 5. 537-547.
  10. Son, Youngtae, Kang, J., Eu, Na., 2009. Studies on the change of driver brain wave according to road type, Conference of Korean Society of Road Engineers, 59-71.
  11. G. Kanellaidis, 1989. Aspect of Highway superelevation design, Journal of Transportation Engineering, Vol. 117, No. 6, pp. 624-632.
  12. Choi, J., Lee, S., Kim, S., Lim, J. and Kim, K., 2012. A Study of the Relationship between Driver's Anxiety EEG & Driving Speed in Motorway Sections. The Korean Society of Safety, Volume 27, No. 3.
  13. Herrstedt, L., 1995. Development of Speed Management Methods for Use in Rural Areas, 3rd : Conference Proceedings of the Transportation Research Board.