Volume 39 Issue 2
Apr.  2021
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LIANG Bo, LIANG Bo, XIAO Yao, PU Junyong. A Stopping Sight Distance in Access Zone of Highway Tunnel Based on the Reaction Time[J]. Journal of Transport Information and Safety, 2021, 39(2): 43-52. doi: 10.3963/j.jssn.1674-4861.2021.02.006
Citation: LIANG Bo, LIANG Bo, XIAO Yao, PU Junyong. A Stopping Sight Distance in Access Zone of Highway Tunnel Based on the Reaction Time[J]. Journal of Transport Information and Safety, 2021, 39(2): 43-52. doi: 10.3963/j.jssn.1674-4861.2021.02.006
shu

A Stopping Sight Distance in Access Zone of Highway Tunnel Based on the Reaction Time

doi: 10.3963/j.jssn.1674-4861.2021.02.006
  • 1.

    College of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 2.

    State Key Laboratory of Mountain and Bridge Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 3.

    Chongqing Rail Transit(Group)Co. Ltd., Chongqing 400042, China

  • Received Date: 2020-12-07
    Abstract
  • The reaction time is an important factor of stopping sight distance. The existing models of stopping sight distance seldom consider the influences of the environment outside the highway tunnel on reaction time of drivers. Twenty-five drivers are selected to carry out indoor simulation tests under different distances from the tunnel entrance, test time points, and vegetation area outside the tunnel to study the distribution of reaction time in the access zone of the highway tunnel. The platform for measurement of reaction time in the road tunnel is used to collect the reaction time of drivers, and ANOVA is used to test the significant differences in the data. A model of the relationship among the reaction time, distance, and time points is developed to quantify the impacts of distance and time on the reaction time. The results show that: ① The reaction time corresponding to different test points(distances from the entrance)has an overall significant difference. The reaction time first decreases and then increases with the decreased distance from the entrance, and reaches the minimum between 40 and 60 m from the entrance. ② The reaction timecorresponding to different vegetation area percentages has no overall significant difference. ③ The reaction time corresponding to different test time points has an overall significant difference, and there is no interaction between the test time point and the test point. The reaction time first decreases and then increases with the increase of time point, and reaches the minimum at 4 pm. ④ The correction coefficient of the new stopping sight distance model based on the reaction time is 0.62, with its calculated value less than the standard calculated value. The difference between the two increases with the increase of the design speed. ⑤ After verifying the measured value of the new tunnel, there is no significant difference between predicted and measured values, indicating that the model has a good predictive ability.

     

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