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    Exploring the Effects of Variable Speed Limit on the Car-Following Process on Bridges in Fog with Consideration of Human Factors

    Source: Journal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 004::page 04025013-1
    Author:
    Yibo Dai
    ,
    Xiaohua Zhao
    ,
    Sen Luan
    ,
    Yuejia Wang
    DOI: 10.1061/JTEPBS.TEENG-8752
    Publisher: American Society of Civil Engineers
    Abstract: Fog is a critical risk of river-crossing bridges. Setting a reasonable speed limit is essential to ensure safe operation when driving on river-crossing bridges in foggy conditions. According to the existing variable speed limit (VSL) strategy, this study takes the E’dong Yangtze River Bridge in China as an example to conduct driving simulation experiments and clarify the influencing factors of the car-following process for a foggy bridge under different speed limit conditions. Based on human factors, this paper uses the generalized linear mixed model (GLMM) to quantify the impact of different speed limit strategies and driver attributes on the car-following process of foggy bridges, considering the random effect caused by driver heterogeneity. The indicators related to operation characteristics (represented by longitudinal fluctuation and vehicle’s compliance) and car-following behaviors are selected to evaluate the car-following performance. The results reveal the following five findings: (1) Speed limit strategies and driver attributes significantly affect the car-following process, thereby changing operation characteristics and car-following behaviors. Their impacts on the car-following behaviors are more significant than that on the operation characteristics. (2) A low-speed limit can significantly improve drivers’ car-following behaviors and better meet the visual needs of the leading vehicle, which is conducive to improving safety. (3) Males have a lower visual need for the leading vehicle during following and are less sensitive to the distance between vehicles. (4) Professional drivers can more comfortably adjust the car-following state according to the leading vehicle. (5) If the speed limit is high, drivers often tend to sacrifice the visual need of the leading vehicle in exchange for a larger distance to ensure safety. This study contributes to optimizing the VSL strategy for foggy bridges and providing management departments with a foundation to implement more effective speed limits to reduce driving risks.
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      Exploring the Effects of Variable Speed Limit on the Car-Following Process on Bridges in Fog with Consideration of Human Factors

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304596
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorYibo Dai
    contributor authorXiaohua Zhao
    contributor authorSen Luan
    contributor authorYuejia Wang
    date accessioned2025-04-20T10:22:36Z
    date available2025-04-20T10:22:36Z
    date copyright1/24/2025 12:00:00 AM
    date issued2025
    identifier otherJTEPBS.TEENG-8752.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304596
    description abstractFog is a critical risk of river-crossing bridges. Setting a reasonable speed limit is essential to ensure safe operation when driving on river-crossing bridges in foggy conditions. According to the existing variable speed limit (VSL) strategy, this study takes the E’dong Yangtze River Bridge in China as an example to conduct driving simulation experiments and clarify the influencing factors of the car-following process for a foggy bridge under different speed limit conditions. Based on human factors, this paper uses the generalized linear mixed model (GLMM) to quantify the impact of different speed limit strategies and driver attributes on the car-following process of foggy bridges, considering the random effect caused by driver heterogeneity. The indicators related to operation characteristics (represented by longitudinal fluctuation and vehicle’s compliance) and car-following behaviors are selected to evaluate the car-following performance. The results reveal the following five findings: (1) Speed limit strategies and driver attributes significantly affect the car-following process, thereby changing operation characteristics and car-following behaviors. Their impacts on the car-following behaviors are more significant than that on the operation characteristics. (2) A low-speed limit can significantly improve drivers’ car-following behaviors and better meet the visual needs of the leading vehicle, which is conducive to improving safety. (3) Males have a lower visual need for the leading vehicle during following and are less sensitive to the distance between vehicles. (4) Professional drivers can more comfortably adjust the car-following state according to the leading vehicle. (5) If the speed limit is high, drivers often tend to sacrifice the visual need of the leading vehicle in exchange for a larger distance to ensure safety. This study contributes to optimizing the VSL strategy for foggy bridges and providing management departments with a foundation to implement more effective speed limits to reduce driving risks.
    publisherAmerican Society of Civil Engineers
    titleExploring the Effects of Variable Speed Limit on the Car-Following Process on Bridges in Fog with Consideration of Human Factors
    typeJournal Article
    journal volume151
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.TEENG-8752
    journal fristpage04025013-1
    journal lastpage04025013-15
    page15
    treeJournal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 004
    contenttypeFulltext
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