吉林大学学报(工学版) ›› 2026, Vol. 56 ›› Issue (2): 431-442.doi: 10.13229/j.cnki.jdxbgxb.20240783

• 交通运输工程·土木工程 • 上一篇    

快速路互通交织区超车换道行为控制方法

马健霄(),怀硕,赵顗(),李铭浩,陈雨欣,赵思雨   

  1. 南京林业大学 汽车与交通工程学院,南京 210037
  • 收稿日期:2024-07-16 出版日期:2026-02-01 发布日期:2026-03-17
  • 通讯作者: 赵顗 E-mail:majx@njfu.edu.cn;zhaoyi207@126.com
  • 作者简介:马健霄(1966-),男,教授,博士.研究方向:交通安全技术,车路协同技术.E-mail:majx@njfu.edu.cn
  • 基金资助:
    国家自然科学基金项目(62303228);教育部人文社会科学研究项目(23YJC630253)

Behavior control method of overtaking lane-changing in expressway interchanging weaving area

Jian-xiao MA(),Shuo HUAI,Yi ZHAO(),Ming-hao LI,Yu-xin CHEN,Si-yu ZHAO   

  1. College of Automobile and Traffic Engineering,Nanjing Forestry University,Nanjing 210037,China
  • Received:2024-07-16 Online:2026-02-01 Published:2026-03-17
  • Contact: Yi ZHAO E-mail:majx@njfu.edu.cn;zhaoyi207@126.com

摘要:

本文聚焦快速路互通交织区的超车换道行为,旨在分析超车换道车辆对换道空间的选择特征并探索超车换道行为的控制方法。通过实时的轨迹数据提取,分析超车换道车辆不同阶段的间隙选择和换道点选择的差异性。依托机器学习的方法对换道持续时间和换道空间选择变化进行了预测,并基于预测结果建立了超车换道行为速度优化控制模型,利用元胞自动机仿真环境对模型控制效果进行了检验。结果表明:控制模型下车辆选择“优”“良”等级换道间隙和最佳换道点位置的比例相比实际值最高可分别提升18.86和6.89个百分点。同时,控制模型下交织区三条车道的运行速度可分别提升6.91%、1.71%和3.85%,且各车道的时空利用率也具有更好的均衡性。

关键词: 互通交织区, 超车换道行为, 换道间隙, 元胞自动机, 速度优化控制

Abstract:

This study focuses on the overtaking lane-changing behavior in urban expressway interchange weaving areas, aiming to analyze the lane-change space selection characteristics of overtaking vehicles and explore control methods for overtaking lane-change behavior. Utilizing real-time trajectory data, this study analyzes the differences in gap selection and lane-changing point selection across various stages of the overtaking process. Machine learning methods were used to predict lane-change duration and lane-change space selection changes. Based on the prediction results, a speed optimization control model for overtaking lane-change behavior was established. The control effect of the model was then tested using a cellular automata simulation environment. The results show that under the control model, the proportion of vehicles selecting "excellent" and "good" grade lane-change gaps and the optimal lane-change point position increased by up to 18.86 and 6.89 percentage points compared to actual values. Additionally, the operating speeds of the three lanes in the weaving area increased by 6.91%, 1.71%, and 3.85%, respectively, and the spatiotemporal utilization rates of the lanes also exhibited better balance.

Key words: interchange weaving area, overtaking lane-change behavior, lane-change gap, cellular automata, speed optimization control

中图分类号: 

  • U491

图1

快速路互通交织区实地拍摄图"

图2

快速路互通交织区及超车换道示意图"

图3

车辆换道间隙选择示意图"

表1

超车换道间隙选择统计数据 (m)"

OLC第一阶段OLC第二阶段
RFRRBRFRRB
1/4位数22.082013.9217.5125.2514.44
中位数28.9028.8416.4229.7038.3822.32
3/4位数54.4072.2828.4571.0354.6148.02

表2

车辆换道间隙选择评级表"

级别RBRRF
最大
中等
最小

图4

超车换道间隙选择评价图"

图5

车辆换道点位置选择百分比示意图"

表3

车辆换道点选择(位置百分比)统计数据 (%)"

换道过程1/4位数中位数3/4位数
OLC第一阶段41.0860.0488.15
OLC第二阶段41.6651.8866.09

图6

超车换道点位置与碰撞风险分布图"

图7

车辆换道点位置选择百分比散点图"

图8

车辆换道点位置选择统计直方图"

表4

车辆属性设置名称对照表(部分)"

参 数含 义
m车辆纵向位置
n车辆横向位置
disFront与前方车辆距离
disRightFront与右前方车辆纵向距离
disRightBack与右后方车辆纵向距离
vFront前方车辆速度
vRightFront右前方车辆速度
vRightBack右后方车辆速度
v车辆当前速度
a车辆加速度
disBack与后方车辆距离
disLeftFront与左前方车辆纵向距离
disLeftBack与左后方车辆纵向距离
vBack后方车辆速度
vLeftFront左前方车辆速度
vLeftBack左后方车辆速度

表5

随机森林参数设置表"

参 数取值
n_estimators200
max_depth10
min_samples_split2
min_samples_leaf1
max_featureslog2
random_state1
class_weightbalanced

图9

部分车辆换道持续时间随机森林预测结果"

图10

深度神经网络预测模型训练与验证过程"

表6

深度神经网络预测模型参数选择"

参 数取值
隐藏层层数2
隐藏层神经元个数64
隐藏层激活函数ReLU
初始学习率0.001
epochs40
batch_size64
Dropout0.25
损失函数MSE

表7

仿真基本参数设置"

变量参数设置对应实际值
元胞空间长度/cell3 000150 m
车道宽度/cell93.5 m
车道数/条55条
车辆最大速度/(cell×fps-11260 km/h
车身长度/cell904.5 m
仿真步长/fps9 0005 min

图11

车辆超车换道间隙选择对比"

图12

超车换道点位置选择控制分布对比"

图13

不同车道平均车速对比"

图14

不同车道时空利用率对比"

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