Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (10): 2827-2836.doi: 10.13229/j.cnki.jdxbgxb.20221569

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Traffic conflict prediction and influencing factors analysis of truck lane change on expressway

Hui-ying WEN(),Zi-qi HE,Qiu-ling LI,Sheng ZHAO()   

  1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510641,China
  • Received:2022-12-07 Online:2024-10-01 Published:2024-11-22
  • Contact: Sheng ZHAO E-mail:hywen@scut.edu.cn;ctszhao@scut.edu.cn

Abstract:

In order to study the characteristics of lane changing conflicts involving trucks on the expressway, reduce the risk, and explore the significant factors that cause traffic conflicts among lane changing behaviors of trucks. Firstly, this paper considered the traffic conflict measurement indicators of time and space dimensions, proposed judgment indexes, and used the extracted traffic conflict indexes as a category of samples in the conflict prediction model. Secondly, the XGBoost algorithm was adopted to build the prediction model, and its performance was compared with the Random Forest (RF) and Gradient Boosting Decision Tree (GBDT) algorithms. Finally, the SHAP algorithm was used to study the impact of traffic conflicts on truck lane changes, including the lane changing characteristics of trucks, the relative motion state between different vehicles, and traffic flow. The results show that the XGBoost model has a better prediction effect, with an accuracy and F1-score of 83.87% and 84.85%, respectively. The lane changing safety of trucks is greatly affected by the motion status of the preceding vehicle in the original and target lanes, and the occurrence of collision is negatively correlated with the vehicle length and traffic volume of the road section per minute. Under the interaction of multiple factors, when the traffic volume of a section is more than 70 pcu per minute, the probability of collision when trucks change lanes increases with the increase of the proportion of trucks in the traffic flow. When the vehicle length is less than 8 m, the possibility of truck collision is positively correlated with the speed along the lane line.

Key words: traffic engineering, expressway, trucks lane changing behavior, conflict prediction, XGBoost

CLC Number: 

  • U491.31

Fig.1

Top view of road section"

Table 1

Cluster analysis results of truck length"

参数

类型一:

小、中型货车

类型二:

大型货车

类型三:

特大型货车

样本个数/个3 6762 4118 683
上边界/m4.5510.8115.36
下边界/m10.7115.3123.24
聚类中心/m8.4413.0717.59

Table 2

Standard for classification of vehicle types"

车辆类型车长/m
中型货车6~12
大型货车12~18
特大型货车18~24

Fig.2

Truck lane change process"

Fig.3

Lane change sample"

Table 3

Modeling variable notation and description"

序号变量符号描述性信息
换道车辆信息1xVelocity沿车道线速度
2yVelocity垂直车道线速度(向左为正, 向右为负)
3xAcceleration沿车道线方向加速度
4yAcceleration垂直车道线方向加速度
5length车辆长度
周围车辆信息6F1_vdf1与换道车的速度差
7B1_vdb1与换道车的速度差
8F2_vdf2与换道车的速度差
9B2_vdb2与换道车的速度差
10F1_distancef1与换道车的间距
11B1_distanceb1与换道车的间距
12F2_distancef2与换道车的间距
13B2_distanceb2与换道车的间距
14F1_typef1车辆类型(1小型客车;2大型客车;3中型货车;4大型货车;5特大型货车)
15B1_typeb1的车辆类型
16F2_typef2的车辆类型
17B2_typeb2的车辆类型
交通流信息18volume路段每分钟交通量
19Percentage of truck交通流中货车的占比

Fig.4

Spearman correlation coefficient between characteristic variables"

Table 4

Optimal parameters of XGBoost model"

模型参数数值
n_estimators50
eta0.3
max_depth3
min_child_weight3
gamma0.4
subsample1
colsample_bytree1
scale_pos_weight1.3

Table 5

Minimum TTC value in lane changing processof various types of truck"

车辆类型TTC最小值/s
f1b1f2b2
中型货车6.104.188.116.86
大型货车4.046.0914.964.37
特大型货车10.2513.8421.077.77

Table 6

Minimum SDI value in lane changing process of various types of truck"

车辆类型SDI最小值/m
f1b1f2b2
中型货车-49.2210.32-49.138.69
大型货车-44.4221.60-19.86-4.39
特大型货车-2.2226.89-15.3012.37

Table 7

Evaluation results of XGBoost, RF and GBDT models"

模型选择度量参数/%
准确率精确率召回率F1-score
XGBoost83.8777.7793.3384.85
RF80.6573.6887.7782.35
GBDT77.4276.5773.3375.86

Fig.5

Average SHAP value of each characteristic factor"

Fig.6

SHAP value of characteristic factors on traffic conflict"

Fig.7

Interaction between traffic volume per minuteand proportion of trucks in traffic flow"

Fig.8

Interaction of vehicle length and speed along lane lines"

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