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

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. Base...

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Main Authors: Lu Wang, Yuwen Liu, Xiaoxin Chen
Format: Article
Language:English
Published: Faculty of Transport, Warsaw University of Technology 2019-12-01
Series:Archives of Transport
Subjects:
Online Access:http://aot.publisherspanel.com/gicid/01.3001.0014.0209
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spelling doaj-69a067a5a9044912b9b933f79ec7f84d2020-12-29T13:02:37ZengFaculty of Transport, Warsaw University of TechnologyArchives of Transport0866-95462300-88302019-12-01524677910.5604/01.3001.0014.020901.3001.0014.0209Research on the road linear optimization design of bridge and tunnel connecting segment in the canyonLu Wang0Yuwen Liu1Xiaoxin Chen2Chang’an University, School of Highway, Xi’an, ChinaChang’an University, School of Highway, Xi’an, ChinaChang’an University, School of Highway, Xi’an, ChinaIt 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. http://aot.publisherspanel.com/gicid/01.3001.0014.0209traffic engineeringcurved road designsimulation experimentlimit minimum radius of circular curvebridge and tunnel connecting segment in the canyontraffic safety
collection DOAJ
language English
format Article
sources DOAJ
author Lu Wang
Yuwen Liu
Xiaoxin Chen
spellingShingle Lu Wang
Yuwen Liu
Xiaoxin Chen
Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
Archives of Transport
traffic engineering
curved road design
simulation experiment
limit minimum radius of circular curve
bridge and tunnel connecting segment in the canyon
traffic safety
author_facet Lu Wang
Yuwen Liu
Xiaoxin Chen
author_sort Lu Wang
title Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
title_short Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
title_full Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
title_fullStr Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
title_full_unstemmed Research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
title_sort research on the road linear optimization design of bridge and tunnel connecting segment in the canyon
publisher Faculty of Transport, Warsaw University of Technology
series Archives of Transport
issn 0866-9546
2300-8830
publishDate 2019-12-01
description 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.
topic traffic engineering
curved road design
simulation experiment
limit minimum radius of circular curve
bridge and tunnel connecting segment in the canyon
traffic safety
url http://aot.publisherspanel.com/gicid/01.3001.0014.0209
work_keys_str_mv AT luwang researchontheroadlinearoptimizationdesignofbridgeandtunnelconnectingsegmentinthecanyon
AT yuwenliu researchontheroadlinearoptimizationdesignofbridgeandtunnelconnectingsegmentinthecanyon
AT xiaoxinchen researchontheroadlinearoptimizationdesignofbridgeandtunnelconnectingsegmentinthecanyon
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