• DocumentCode
    2066822
  • Title

    Safety evaluation methods for long tunnels on freeways in China

  • Author

    Hong-bo Wu ; Jun-Hong Liao ; Fang Wang ; Fang, Wang

  • Author_Institution
    Road Safety Res. Center, MOT, Beijing, China
  • fYear
    2011
  • fDate
    16-18 Dec. 2011
  • Firstpage
    160
  • Lastpage
    165
  • Abstract
    In order to improve the safety performance of long tunnels in China, the effects of geometric alignments of long tunnel entrance on average speed and speed difference for passenger vehicles and trucks as well as heart rate increment of drivers were analyzed using statistical analysis and regression method in the paper. The research results show that the effects of geometric alignments on average speed and speed difference at tunnel entrance section for passenger vehicles is relatively small, and the effect on average speed and speed difference for trucks is relatively large. The combined influence of horizontal and vertical alignment of tunnel entrance on heart rate increment of drivers is deterministic. On basis of existing research findings, safety evaluation methods and evaluation criteria for long tunnel entrance section based on speed difference of vehicles and heart rate increment of drivers were provided in the paper. These methods are helpful in optimizing geometric design of long tunnel entrance section.
  • Keywords
    design engineering; regression analysis; safety; tunnels; vehicles; China; freeways; geometric alignments; geometric design; long tunnels; passenger vehicles; regression method; safety evaluation; statistical analysis; trucks; Heart rate; Physiology; Portals; Psychology; Roads; Safety; Vehicles; average speed; freeway; heart rate increment; long tunnel; safety evaluation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
  • Conference_Location
    Changchun
  • Print_ISBN
    978-1-4577-1700-0
  • Type

    conf

  • DOI
    10.1109/TMEE.2011.6199170
  • Filename
    6199170