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Driving Workload Model of Mountain Expressway Based on Combinatorial Weighting Method
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Ting SHANG1, Ai-qiang YI1, Long-xian HUANG2, Jian LIU2, An HUANG1, Bao YOU1
Science Technology and Engineering | 2025, 25(11) : 4769 - 4775
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Science Technology and Engineering | 2025, 25(11): 4769-4775
Papers·Traffics and Transportations
Driving Workload Model of Mountain Expressway Based on Combinatorial Weighting Method
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Ting SHANG1, Ai-qiang YI1, Long-xian HUANG2, Jian LIU2, An HUANG1, Bao YOU1
Affiliations
  • 1 School of Traffic & Transportation, Chongqing Jiaotong University, Chongqing 400074, China
  • 2 Chongqing High Speed Engineering Consulting Co., Chongqing 404100, China
Published: 2025-04-18 doi: 10.12404/j.issn.1671-1815.2403757
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To investigate driving workload on mountainous expressways, a naturalistic driving study was conducted utilizing an eye tracker to capture drivers' eye movement data in a realistic driving environment. Employing the change rate of pupil area, average saccade time, blink frequency, and fixation time ratio as primary indicators, a quantitative driving workload model was formulated through a combined weighting approach. This model aimed to reveal the driving workload evolution mechanism in typical scenarios of mountain expressways such as bridge and tunnel clusters, tunnel clusters, and short distances between tunnels and intersections. A clustering algorithm was applied to determine the classification thresholds for driving workload, thereby identifying high-risk scenarios characterized by heightened workload. The results show that the types of bridges within bridge-tunnel groups, the length of connection sections between tunnel groups, and the proximity of tunnels to interchanges significantly influence driving workload. A positive correlation was observed between driving workload and bridge size, whereas driving workload exhibited a negative correlation with the length of connection sections between tunnel groups and the distance from tunnels to interchanges. The thresholds of high, medium and low intensity levels of driving workload on mountain expressway are 0.54 and 0.26. Scenarios with bridge-tunnel groups composed of large or super-large bridges, tunnel groups with distances less than 300 m, and tunnel-to-interchange sections with distances less than 400 m were classified as high-risk driving workload scenarios. It is advisable to implement an intelligent lighting system within expressway tunnels, establish light-reducing structures at tunnel entrances, and in scenarios where tunnels are located in close proximity to interchanges, consider installing designated lane-changing zones within suitable tunnel sections to facilitate smooth lane transitions.

driving workload  /  mountain expressways  /  combinatorial weighting  /  natural driving test
Ting SHANG, Ai-qiang YI, Long-xian HUANG, Jian LIU, An HUANG, Bao YOU. Driving Workload Model of Mountain Expressway Based on Combinatorial Weighting Method[J]. Science Technology and Engineering, 2025 , 25 (11) : 4769 -4775 . DOI: 10.12404/j.issn.1671-1815.2403757
Year 2025 volume 25 Issue 11
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Article Info
doi: 10.12404/j.issn.1671-1815.2403757
  • Receive Date:2024-05-21
  • Online Date:2025-07-09
  • Published:2025-04-18
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  • Received:2024-05-21
  • Revised:2024-08-10
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    1 School of Traffic & Transportation, Chongqing Jiaotong University, Chongqing 400074, China
    2 Chongqing High Speed Engineering Consulting Co., Chongqing 404100, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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