Vehicle Driving Safety of Underground Interchanges Using a Driving Simulator and Data Mining Analysis

Zhen Liu, Qifeng Yang, Anlue Wang, Xingyu Gu
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Abstract

In the process of driving in an underground interchange, drivers are faced with many challenges, such as being in a closed space, visual changes alternating between light and dark conditions, complex road conditions in the confluence section, and dense signage, which directly affect the safety and comfort of drivers in an underground interchange. Thus, driving simulation, building information modeling (BIM), and data mining were used to analyze the impact of underground interchange safety facilities on driving safety and comfort. Acceleration disturbance and steering wheel comfort loss values were used to assist the comfort analysis. The CART algorithm, classification decision trees, and neural networks were used for data mining, which uses a dichotomous recursive partitioning technique where multiple layers of neurons are superimposed to fit and replace very complex nonlinear mapping relationships. Ten different scenarios were designed for comparison. Multiple linear regression combined with ANOVA was used to calculate the significance of the control variables for each scenario on the evaluation index. The results show that appropriately reducing the length of the deceleration section can improve driving comfort, setting reasonable reminder signs at the merge junction can improve driving safety, and an appropriate wall color can reduce speed oscillation. This study indicates that the placement of traffic safety facilities significantly influences the safety and comfort of driving in underground interchanges. This study may provide support for the optimization of the design of underground interchange construction and internal traffic safety facilities.
利用驾驶模拟器和数据挖掘分析地下互通立交的车辆驾驶安全
在地下立交驾驶过程中,驾驶员面临着诸多挑战,如处于封闭空间、明暗交替的视觉变化、汇合段复杂的路况、密集的标识等,这些都直接影响着驾驶员在地下立交的安全性和舒适性。因此,本文采用驾驶模拟、建筑信息模型(BIM)和数据挖掘等方法,分析了地下立交安全设施对驾驶安全性和舒适性的影响。加速度干扰和方向盘舒适度损失值用于辅助舒适度分析。数据挖掘使用了 CART 算法、分类决策树和神经网络,其中使用了二分递归分区技术,即多层神经元叠加,以拟合和替换非常复杂的非线性映射关系。设计了十种不同的方案进行比较。采用多元线性回归与方差分析相结合的方法,计算每种方案的控制变量对评价指标的显著性。结果表明,适当缩短减速段的长度可以提高驾驶舒适性,在合流路口设置合理的提醒标志可以提高驾驶安全性,适当的墙面颜色可以减少速度振荡。这项研究表明,交通安全设施的布置对地下互通立交的行车安全和舒适性有很大影响。本研究可为地下互通立交建设和内部交通安全设施的优化设计提供支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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