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Horizontal Alignment Security Design Theory and Application of Superhighways

Author

Listed:
  • Yu-Long Pei

    (School of Transportation, Northeast Forestry University, Harbin 150040, China
    Transport Research Centre, Northeast Forestry University, Harbin 150040, China)

  • Yong-Ming He

    (School of Transportation, Northeast Forestry University, Harbin 150040, China
    Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI 57305, USA)

  • Bin Ran

    (Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI 57305, USA
    Southeast University-University of Wisconsin Intelligent Network Transportation Joint Research Institute, 2312 Engineering Hall, 1415 Engineering Drive, Madison, WI 53706, USA)

  • Jia Kang

    (School of Transportation, Northeast Forestry University, Harbin 150040, China
    Transport Research Centre, Northeast Forestry University, Harbin 150040, China)

  • Yu-Ting Song

    (School of Transportation, Northeast Forestry University, Harbin 150040, China
    Transport Research Centre, Northeast Forestry University, Harbin 150040, China)

Abstract

In China, the maximum design speed of highways is 120 km/h, which first appeared in the Highway Engineering Technical Standard (Trial) in 1951. However, vehicle performance, road design, and construction technology have been greatly improved over the past 68 years. To adapt to the development demands of highway design speeds above 120 km/h in the future, it is urgent to study superhighway alignment design theory. Therefore, the horizontal alignment security design theory of superhighways was developed in this paper. First, the definition, classification, and construction mode of a superhighway and suitable vehicles of different grades are presented. Then, the lengths of straight lines were limited to reduce driving fatigue. Next, the minimum radii of circular curves were calculated based on driver characteristics and stress analysis of operating vehicles. Finally, the minimum lengths of transition curves were calculated based on the centrifugal acceleration of the operating vehicles, the travel time, and the passenger visual characteristics. The calculation and analysis results show that the superhighway linear features conform to the vehicle operating characteristics, and can ensure the safety of driving.

Suggested Citation

  • Yu-Long Pei & Yong-Ming He & Bin Ran & Jia Kang & Yu-Ting Song, 2020. "Horizontal Alignment Security Design Theory and Application of Superhighways," Sustainability, MDPI, vol. 12(6), pages 1-14, March.
    • Handle: RePEc:gam:jsusta:v:12:y:2020:i:6:p:2222-:d:331834
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    References listed on IDEAS

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    1. Jeffrey R Brubacher & Herbert Chan & Shannon Erdelyi & Gordon Lovegrove & Farhad Faghihi, 2018. "Road Safety Impact of Increased Rural Highway Speed Limits in British Columbia, Canada," Sustainability, MDPI, vol. 10(10), pages 1-19, October.
    2. Aleksandra Deluka Tibljaš & Tullio Giuffrè & Sanja Surdonja & Salvatore Trubia, 2018. "Introduction of Autonomous Vehicles: Roundabouts Design and Safety Performance Evaluation," Sustainability, MDPI, vol. 10(4), pages 1-14, April.
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    Cited by:

    1. Jie Yan & Sheng Zeng & Bijiang Tian & Yuanwen Cao & Wenchen Yang & Feng Zhu, 2023. "Relationship between Highway Geometric Characteristics and Accident Risk: A Multilayer Perceptron Model (MLP) Approach," Sustainability, MDPI, vol. 15(3), pages 1-15, January.
    2. Yong-Ming He & Jia Kang & Yu-Long Pei & Bin Ran & Yu-Ting Song, 2020. "Study on a Prediction Model of Superhighway Fuel Consumption Based on the Test of Easy Car Platform," Sustainability, MDPI, vol. 12(15), pages 1-19, August.
    3. He, Yongming & Kang, Jia & Pei, Yulong & Ran, Bin & Song, Yuting, 2021. "Research on influencing factors of fuel consumption on superhighway based on DEMATEL-ISM model," Energy Policy, Elsevier, vol. 158(C).

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