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Journal of ZheJiang University (Engineering Science)  2026, Vol. 60 Issue (8): 1832-1840    DOI: 10.3785/j.issn.1008-973X.2026.08.022
    
Adaptive neural network-based deadlock-free vehicle scheduling algorithm for unsignalized intersections
Huixia LIU1(),Rongjing WANG2,Yuxuan GAO2,Meng CAO1,Suying SHENG1,Youpeng MA1
1. School of Electrical Engineering and Automation, Nantong University, Nantong 226019, China
2. School of Zhang Jian, Nantong University, Nantong 226019, China
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Abstract  

Petri nets were used to simulate intersection traffic, and an effective vehicle scheduling optimization algorithm was subsequently proposed. In response to the potential vehicle deadlock phenomenon, a deadlock detection and recovery method was developed to enhance the safety and reliability of traffic flow. An improved genetic algorithm was employed to generate the training and testing datasets for a BP neural network. Meanwhile, an attention mechanism module and Bayesian optimization technique were integrated into the BP model, resulting in a high-performance adaptive neural network. This neural network was then applied to solve the deadlock-free vehicle scheduling optimization problem of unsignalized intersections. In the experimental validation, the proposed algorithm was compared with not only traditional intelligent optimization algorithms such as the improved genetic algorithm, particle swarm optimization, and the sparrow search algorithm, but also the Transformer model and the multi-agent reinforcement learning algorithm. Results show that the adaptive neural network achieves both high efficiency and superior performance in solving the deadlock-free vehicle scheduling optimization problem of unsignalized intersections.



Key wordsunsignalized intersections      vehicle scheduling optimization      deadlock      adaptive neural network      attention mechanism      Bayesian optimization     
Received: 17 June 2025      Published: 16 July 2026
CLC:  TP 301  
Fund:  江苏省“双创博士”项目(JSSCBS20211103);南通大学大学生创新创业训练计划项目(202410304065Z);江苏省研究生科研与实践创新计划项目(SJCX25_2010).
Cite this article:

Huixia LIU,Rongjing WANG,Yuxuan GAO,Meng CAO,Suying SHENG,Youpeng MA. Adaptive neural network-based deadlock-free vehicle scheduling algorithm for unsignalized intersections. Journal of ZheJiang University (Engineering Science), 2026, 60(8): 1832-1840.

URL:

https://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2026.08.022     OR     https://www.zjujournals.com/eng/Y2026/V60/I8/1832


基于自适应神经网络的无信号交叉口车辆无死锁调度算法

借助Petri网模拟车辆在交叉口的通行情况, 提出有效的车辆调度优化算法. 针对交叉口可能出现的死锁现象, 设计死锁检测和修复方法, 保证车辆通行的安全性和可靠性. 基于改进的遗传算法生成BP神经网络的训练数据集和测试数据集, 将注意力机制模块和贝叶斯优化技术融入BP网络模型中, 再利用所构建的高性能自适应神经网络求解无信号交叉口车辆无死锁调度优化问题. 开展对比实验,验证所提算法的性能, 对比算法包括传统智能优化算法(如改进遗传算法、粒子群算法和麻雀搜索算法)、Transformer模型和多智能体强化学习算法. 结果表明,自适应神经网络在求解无信号交叉口车辆无死锁调度优化问题上兼具高效性与优异性.


关键词: 无信号交叉口,  车辆调度优化,  死锁,  自适应神经网络,  注意力机制,  贝叶斯优化 
Fig.1 Unsignalized intersection scenario and vehicle motion schematic
Fig.2 Two-way four-lane Petri net model
Fig.3 Deadlock phenomenon at unsignalized intersection
Fig.4 Flowchart of adaptive neural network-based deadlock-free vehicle scheduling algorithm for unsignalized intersections
参数数值
路径段数4~6
路段长度/m8(普通段),3.0或5.6(转弯段)
道路总长度/m32~56
车道宽度/m3.6
车辆速度/(m·s?1)4~17
车流量情况/(辆·min?1)15~33(逐实验算例递增)
Tab.1 Simulation environment parameters
算例GAPSOSSATransformerMARLSBNN
tt/str/mstt/str/mstt/str/mstt/str/mstt/str/mstt/str/ms
In019.7346.779.6360.7310.0252.088.635.589.925.789.257.30
In0210.8948.4410.5869.7711.0154.1211.575.7410.146.2410.229.26
In0311.6758.3411.2987.8711.4760.3012.976.3711.656.9410.6510.41
In0412.7061.7111.5991.0812.2170.3513.366.4412.008.1010.9110.62
In0513.6270.8812.49110.8812.7277.7915.708.0112.508.7311.2612.21
In0614.0675.0013.47120.7114.1887.4817.348.2715.709.7312.5213.31
In0715.5781.8714.99128.1315.1098.8617.848.5816.689.8213.8813.81
In0816.9390.2116.58141.4116.49106.9918.668.8019.0010.3815.5114.85
In0917.71103.7017.64152.3117.86121.7420.238.8222.8010.3917.5015.65
In1019.11107.7118.72163.8719.03183.8525.599.1726.8410.6817.7018.30
Tab.2 Total vehicle travel time and computational time under different algorithms
Fig.5 Total vehicle travel time and computational time of different algorithms under different number of vehicles
Fig.6 Change of test loss with number of iteration rounds
Fig.7 Comparison of predicted values and actual values of different models
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