特长隧道路段驾驶负荷空间演变特征研究
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1.长沙理工大学 交通学院;2.长沙理工检测咨询有限责任公司

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国家自然科学基金资助项目(52302428),湖南省教育厅科学研究项目优秀青年项目(24B0297)


Spatial Evolution of Driving Workload in Extra-long Tunnel Sections
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National NaturalScience Foundation of china(No.52302428);Project of Hunan Provincial Social Science Achievement Review Committee(Grant. XSP25YBZ096)

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    摘要:

    【目的】本研究旨在探索不同驾驶员群体在特长隧道路段的驾驶负荷空间演化规律。【方法】通过自然实车实验,采集了熟悉与不熟悉隧道路况的两类驾驶员群体的生心理及驾驶行为数据。根据隧道路段的空间划分,提取驾驶负荷特征,构建以注视时长、心率、速度变异系数和最大加速度为核心的指标体系。采用主成分分析(PCA)和模糊C均值聚类(FCM)进行驾驶负荷等级划分,并通过LightGBM模型进行评估与参数优化。【结果】结果表明,隧道出入口处驾驶负荷显著升高,隧道内部负荷逐渐积累,约1 km位置达到峰值,并在2.5 km处趋于平稳。对于不熟悉的驾驶员,其负荷水平显著高于熟悉驾驶员。所构建的机器学习模型识别精度为93.9%,显示所选指标对驾驶负荷变化有较好的解释力。【结论】本研究揭示了特长隧道驾驶负荷的动态演化规律及不同驾驶员群体的差异,为隧道安全评估和交通安全设施的优化设计提供了重要的理论依据和参考。

    Abstract:

    [Purposes] This study aims to explore the spatial evolution patterns of driving workload for different driver groups in extra-long tunnel sections.[Method] Through a naturalistic vehicle experiment, physiological, psychological, and driving behavior data were collected from two types of drivers: those familiar and unfamiliar with the tunnel road conditions. Based on the spatial division of the tunnel section, driving workload features were extracted, and an indicator system was constructed focusing on gaze duration, heart rate, coefficient of speed variation, and maximum acceleration. Principal component analysis (PCA) and fuzzy C-means clustering (FCM) were employed to classify driving workload levels, while the LightGBM model was used for evaluation and parameter optimization.[Findings] The results show that driving workload increases significantly at the entrance and exit of the tunnel, gradually accumulates inside the tunnel, peaks at approximately 1 km, and stabilizes after about 2.5 km. Unfamiliar drivers exhibited significantly higher workload levels than familiar drivers. The constructed machine learning model achieved an identification accuracy of 93.9%, indicating that the selected indicators effectively explain variations in driving workload.[Conclusion] This study reveals the dynamic evolution of driving workload in extra-long tunnels and the differences among driver groups, providing an important theoretical basis and reference for tunnel safety assessment and the optimal design of traffic safety facilities.

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  • 收稿日期:2025-10-30
  • 最后修改日期:2026-02-16
  • 录用日期:2026-02-21
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