Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon

Authors

  • Lu Wang Chang’an University, School of Highway, Xi’an, China Author
  • Liu Yuwen Chang’an University, School of Highway, Xi’an, China Author
  • Chen Xiaoxin Chang’an University, School of Highway, Xi’an, China Author

DOI:

https://doi.org/10.5604/01.3001.0014.0209

Keywords:

traffic engineering, curved road, simulation experiment, radius of curve, bridge, tunnel, traffic safety

Abstract

It is easy to skid and roll by centrifugal force and wind, which affects the safety of the vehicle. At the same time, the special location of bridge and tunnel connecting segment in the canyon will accelerate the wind, and make the transverse wind play a more important role in driving vehicles. Based on the acceleration effect of canyons on wind, the vehicle model is simulated by Carsim software, and the road and wind models are established. It is studied that the vehicle has different radius of circular curve under different wind levels, corresponding to different superelevation. The lateral acceleration, lateral deflection and transverse force coefficient are selected as the running state of the vehicle at different speeds to research the linear optimization design of bridge and tunnel connecting segment in the canyon. The result shows that when the wind force exceeds the fifth grade, it is possible for the vehicle to overturn under the limit minimum radius required by the standard value. In order to ensure the stability and safety of the vehicle, this paper considers the geographical position of bridge and tunnel connecting segment in the canyon and the relationship between the radius of the superelevation and circular curve. What’s more, it puts forward the optimal limit minimum radius of the circular curve with different wind grades of 5-9 grades. At the same time, when the road alignment cannot be optimized under the condition, this paper puts forward the speed limit that the vehicle safety can be guaranteed under different wind speed conditions. The speed limit can provide reference for traffic management and safety guarantee of mountain expressway.

References

Baker, C. J.,Reynolds, S. (1992). Wind-in-duced accidents of road vehicles. Accident Analysis and Prevention, 24(6): 559-575.

Baker, C. J. (1994). The quantification of acci-dent risk for road vehicles in cross wind. Journal of Wind Engineering and Industrial Aerodynamics, 52(3): 93-107.

Batista, M., Perkovič, M. (2014). A simple static analysis of moving road vehicle under crosswind. Journal of Wind Engineering and Industrial Aerodynamics, 128: 105-113.

Coleman, S. A., Baker, C. J. (1994). An experimental study of the aerodynamic behavior of high sided lorries in cross winds. Journal of Wind Engineering and Industrial Aerodynamics, 53(3): 401-429.

Fuller, J., Best, M., & Garret, N. (2013). The importance of unsteady aerodynamics to road vehicle dynamics. Journal of Wind Engineering and Industrial Aerodynamics, 117:1-10.

Hai, G., Gu, Z., Wang, H., Zhou, Y., & Luo, R. (2016). Research on the Effect of Crosswinds on the Stability of High Speed Vehicles. Journal of Hunan University.

Huang, A. (2017). The Traffic Safety analysis and improvement measures research of Bridges and Tunnels (Master's thesis). Chang’an University.

Ministry of Communications of People's Re-public of China. (2017). Design Specification for Highway Route: JTG D20-2017. Beijing: China Communications Press.

Tian, S., Liu, Z., Sun, Y., & Dong, Pi. (2013). Meteorological conditions and Road Traffic. Journal of Shanxi normal University, 06(27): 80-81.

Tian, L., Xu, J., & Zhang, Y. (2015). Operational security model of truck in complex sections under cross wind. Journal of Chang’an University, 35(3): 21-26.

Urbańczyk, R. (2017). Road safety in the EU: comparisons in the period 2001-2016. Scientific Journal of Silesian University of Technology. Series Transport, 97: 189-200.

Wang, L., Chen, H. (2012). Traffic Safety Study of Mountain Highway Bridge and Tunnel Connecting Segment under the Wind Environment. Journal of Wuhan University of Technology, 34(9): 57-62.

Wang, L. (2012). The analysis of the impact from the canyon wind to driving safety based on the numerical simulation (Master's thesis). Chang’an University.

Wu, Z., Huo, Y., Ding, W., & Li, B. (2017). Bionic Shape Design of Electric Locomotive and Aerodynamic Drag Reduction. Archives of Transport, 48(4): 89-97.

Xu, J., Wang, H., Zhao, L., & Han, Y. (2014). Research on Minimum Radius of Highway Horizontal Curve with Crosswind Considered. Chinese Journal of Highway, 27(1): 38-43.

Xia, R., Wu, D., & He J., (2016). Research on Calculation Model of Maximum Safe Driving Speed of Coach at Highway Horizontal Curve. Journal of Highway and Transportation Research and Development, 33(1): 140-146.

Zhang, K. (2015). Simulation Analysis and Countermeasure of the Influence of Crosswind on Road Traffic Safety (Master's thesis). Chang’an University.

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Published

2019-12-31

Issue

Section

Original articles

How to Cite

Wang, L., Yuwen, L., & Xiaoxin, C. (2019). Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon. Archives of Transport, 52(4), 67-79. https://doi.org/10.5604/01.3001.0014.0209

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