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Leveraging artificial intelligence for predictive health assessment of Lithium-Ion batteries 利用人工智能对锂离子电池进行预测性健康评估
Q1 Engineering Pub Date : 2025-10-04 DOI: 10.1016/j.treng.2025.100391
Alaa Alqaryuti , Karim Moawad , Ahmad Mayyas
Predictive maintenance has become an essential strategy for improving the reliability and safety of critical systems, particularly those dependent on lithium-ion batteries in applications such as electric vehicles, aerospace, and renewable energy storage. This study presents a data-driven framework for predicting the end-of-life (EOL) of lithium-ion batteries by analyzing both charging and discharging cycles from the NASA battery dataset. Engineered features were extracted using quartile segmentation and min–max normalization to capture key patterns in voltage, current, and temperature. Multiple classification algorithms, including XGBoost, Logistic Regression, Support Vector Classifier, K-Nearest Neighbors, and Gaussian Naïve Bayes, were evaluated based on accuracy, precision, recall, and F1-score. XGBoost demonstrated superior performance with 99% accuracy for charging and 97.3% for discharging cycles. To improve interpretability, explainable AI techniques were applied, namely feature importance and SHAP, to uncover the most influential predictors of battery degradation. The analysis revealed that the instability of the early cycle voltage was a key driver in the prediction of EOL based on charging, while the variability of the temperature was most significant during discharge. These insights support the development of transparent and reliable predictive maintenance systems for safety-critical battery applications.
预测性维护已成为提高关键系统可靠性和安全性的重要策略,特别是在电动汽车、航空航天和可再生能源存储等应用中依赖锂离子电池的系统。本研究通过分析NASA电池数据集的充电和放电周期,提出了一个数据驱动的框架,用于预测锂离子电池的寿命终止(EOL)。使用四分位数分割和最小-最大归一化来提取工程特征,以捕获电压,电流和温度的关键模式。多种分类算法,包括XGBoost、Logistic回归、支持向量分类器、k近邻和高斯Naïve贝叶斯,基于准确率、精密度、召回率和f1评分进行评估。XGBoost表现出优异的性能,充电精度为99%,放电精度为97.3%。为了提高可解释性,应用了可解释的AI技术,即特征重要性和SHAP,以揭示最具影响力的电池退化预测因素。分析表明,循环初期电压的不稳定性是基于充电预测EOL的关键驱动因素,而放电时温度的变化最为显著。这些见解支持为安全关键型电池应用开发透明可靠的预测性维护系统。
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引用次数: 0
Centrality analysis for railway network planning: constrained measures for High Speed 铁路网规划的中心性分析:高速铁路的约束措施
Q1 Engineering Pub Date : 2025-10-02 DOI: 10.1016/j.treng.2025.100393
Corrado Rindone , Antonio Russo
High-Speed Rail (HSR) represents a sustainable travel option for serving passenger mobility at a medium–long distances. This research concerns the analysis of HSR with specific reference to transport services at a national territorial scale. The Transport System Models (TSM) lack the capacity to generate synthetic measures and indicators of the transport supply structure. This paper proposes to combine classical TSM approaches and network analysis (NA) focusing on two main research's issues: a) the possibility to develop a method based on NA to study the structure and topology of High-Speed Train (HST) service networks, using classical TSM approach; b) the necessity to specify appropriate centrality measures for a ‘line-based’ transport system. According to the two research’s issues, the paper has two main objectives: 1) to propose a criterion for extending, in a systematic way, NA tool to HST services, combining them with TSM approach; 2) to propose an advancement of centrality measures for analysing the level of connectivity between selected territories, by introducing temporal constraints that influence the quality of the connections served by the HSR. Classical and constrained centrality measures can support the planning of lines and their characteristics (e.g., travel times and frequencies). The proposed methodology is applied in a prototypal case study, for analyzing in a synthetical way the HST services available in Italy. The paper interests public and private decision-makers who want to design, formulate and evaluate a national organisation of HST services.
高速铁路(HSR)代表了一种可持续的出行选择,为中长距离的客运提供服务。本研究关注的是高铁的分析,具体参考了国家领土尺度上的运输服务。运输系统模型(TSM)缺乏生成运输供给结构综合测度和指标的能力。本文提出将经典TSM方法与网络分析(NA)相结合,重点研究两个主要问题:a)利用经典TSM方法开发基于NA的高速列车业务网络结构和拓扑研究方法的可能性;B)为“以线路为基础”的运输系统指定适当的中心度量的必要性。根据这两个研究问题,本文的主要目标有两个:1)结合TSM方法,提出将NA工具系统地扩展到HST服务的标准;2)通过引入影响高铁服务的连接质量的时间限制,提出一种改进的中心性措施,以分析选定地区之间的连通性水平。经典的和受限的中心性度量可以支持线路的规划及其特性(例如,行程时间和频率)。提出的方法应用于一个原型案例研究,以综合的方式分析意大利可用的HST服务。这篇论文吸引了想要设计、制定和评估HST服务的国家组织的公共和私人决策者。
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引用次数: 0
Evaluation of the performance of asphalt pavements subjected to frost heave and thaw settlement: A mechanistic modeling approach 沥青路面在冻胀和融化沉降作用下的性能评价:一种力学建模方法
Q1 Engineering Pub Date : 2025-09-27 DOI: 10.1016/j.treng.2025.100392
Saeed Vosoughian, Romain Balieu
This study presents a mechanics-based framework for evaluating the performance of asphalt pavements subjected to annual ground surface deformations induced by frost heave and thaw settlement. Within this framework, a novel thaw settlement model is developed and coupled with a thermomechanical frost heave model to represent the heaving and subsequent thawing behavior of the soil beneath pavements. In the proposed thaw settlement model, excess water generated during the melting of ice lenses is introduced as a damage parameter within a continuum mechanics formulation, resulting in a reduction of material stiffness. The frost heave–thaw settlement model is further coupled with a thermodynamics-based asphalt damage model to capture the progressive degradation of asphalt layers. The capabilities of the proposed framework are demonstrated through two study scenarios: (i) uniform frost heave and thaw settlement occurring across the entire subgrade layer. (ii) non-uniform frost heave and thaw settlement localized within a specific region of the subgrade. The results show that the proposed framework not only captures damage in the asphalt layer but also predicts temperature distributions, ice formation, and water content during freeze–thaw cycles. Furthermore, the analysis reveals that uniform heaving and settlement cause relatively minor asphalt damage but lead to surface unevenness, whereas non-uniform frost heave and settlement result in both surface irregularities and severe damage to the asphalt layer.
本研究提出了一个基于力学的框架,用于评估沥青路面在冻胀和融化沉降引起的年度地表变形下的性能。在此框架下,建立了一种新的融化沉降模型,并将其与热力冻胀模型相结合,以表示路面下土壤的隆起和随后的融化行为。在提出的融化沉降模型中,在连续介质力学公式中引入了冰透镜融化过程中产生的过量水作为损伤参数,导致材料刚度降低。进一步将冻胀-融沉降模型与基于热力学的沥青损伤模型相结合,以捕捉沥青层的渐进退化。提出的框架的能力通过两种研究情景来证明:(i)整个路基层发生均匀的冻胀和融化沉降。(ii)不均匀的冻胀和融化沉降局限在路基的特定区域内。结果表明,所提出的框架不仅可以捕获沥青层的损伤,还可以预测冻融循环过程中的温度分布、冰形成和含水量。分析表明,均匀的冻胀沉降对沥青路面造成的损伤较小,但会导致路面不平整,而不均匀的冻胀沉降既会造成路面不平整,又会对沥青路面造成严重的损伤。
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引用次数: 0
Investigating the dynamic creep and the indirect tensile performance of sasobit-modified warm asphalt mixtures 研究了sasobt改性温沥青混合料的动态蠕变和间接拉伸性能
Q1 Engineering Pub Date : 2025-09-16 DOI: 10.1016/j.treng.2025.100390
Khalid A. Ghuzlan , Bara’ W. Al-Mistarehi , Saleh O. Lafi
This study aims to investigate the dynamic creep, indirect tensile, and moisture damage performance of Sasobit-modified asphalt mixtures. The asphalt mixture specimens were prepared using the optimum asphalt content determined by the Superpave mixture design method. The performance in rutting and fatigue for asphalt mixtures has been estimated through dynamic creep and indirect tensile resilient modulus tests using the Universal Testing Machine (UTM). The dynamic creep test was conducted at two temperatures (25 °C and 40 °C) using a single loading frequency of 8 Hz. The indirect tensile test was performed at two temperatures (25 °C and 40 °C) with a frequency of 1 Hz. Based on the dynamic creep test results, the Sasobit modified asphalt mixtures have lower accumulated strains and higher creep stiffness than the control mixture at both 25 °C and 40 °C temperatures. Based on the indirect tensile test, the resilient modulus of the Sasobit-modified mixtures was greater than the control mixture. The moisture effect test results indicated that all modified mixtures pass the minimum required tensile strength ratio (TSR). Generally, the modified mixtures have shown enhanced behavior in terms of rutting, fatigue, and moisture damage resistance. Asphalt mixtures modified with 2 % Sasobit showed the best performance at 40 °C since it had the lowest accumulated strain, and the highest creep stiffness and resilient modulus.
本研究旨在探讨sasobit改性沥青混合料的动态蠕变、间接拉伸和湿损伤性能。采用Superpave混合料设计法确定的最佳沥青掺量制备沥青混合料试件。利用通用试验机(UTM)对沥青混合料进行了动态蠕变和间接拉伸弹性模量试验,对其车辙和疲劳性能进行了评价。动态蠕变试验在25°C和40°C两种温度下进行,单加载频率为8 Hz。间接拉伸试验在25°C和40°C两种温度下进行,频率为1hz。动态蠕变试验结果表明,在25℃和40℃温度下,Sasobit改性沥青混合料的累积应变和蠕变刚度均低于对照混合料。间接拉伸试验表明,sasobit改性混合料的弹性模量大于对照混合料。湿效应试验结果表明,改性混合料均通过了最小抗拉强度比(TSR)要求。总的来说,改性混合物在车辙、疲劳和抗湿损伤方面表现出增强的性能。添加2% Sasobit的沥青混合料在40℃时的累积应变最低,蠕变刚度和弹性模量最高,表现出最佳的性能。
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引用次数: 0
Impact of viscoelastic continuum damage parameters on bitumen fatigue life using the linear amplitude sweep test 用线性振幅扫描试验研究粘弹性连续损伤参数对沥青疲劳寿命的影响
Q1 Engineering Pub Date : 2025-09-13 DOI: 10.1016/j.treng.2025.100389
Mohammed Nouali, Anne Dony, Stéphanie Vignaud
The viscoelastic continuum damage (VECD) theory becomes largely used to predict the fatigue life of asphalt binders. In VECD modeling, the damage evolution rate parameter “α” and the fatigue parameter “A” are critical for constructing damage characteristic curves (DCC) and predicting fatigue life. The literature identifies four different definitions for the α parameter and two distinct formulas for the A parameter, based on the pseudo strain energy (PSE) approach. This study investigates the impact of these α and A parameters on the fatigue life of binders using the Linear Amplitude Sweep (LAS). Based on the PSE approach, DCC and fatigue life were determined with the different definitions of α and A. Results indicate that the α parameter significantly affects the damage at failure (Df) values without impacting material integrity at failure (Cf), thereby influencing the DCC. Both A and α parameters impact the predicted fatigue life (Nf). The recommended α and A parameters for the PSE approach yielded fatigue life results comparable to those obtained using the dissipated strain energy (DSE) approach when the peak shear stress was used as the failure criterion. This study provides a framework for assessing the fatigue behavior of asphalt binders using the LAS test.
粘弹性连续损伤理论被广泛应用于沥青粘结剂的疲劳寿命预测。在veecd建模中,损伤演化速率参数α和疲劳参数A是构建损伤特征曲线和预测疲劳寿命的关键参数。基于伪应变能(PSE)方法,确定了α参数的四种不同定义和A参数的两种不同公式。采用线性振幅扫描(LAS)方法研究了α和A参数对粘结剂疲劳寿命的影响。结果表明,α参数对失效时损伤(Df)值有显著影响,但不影响失效时材料的完整性(Cf),从而影响了DCC。A和α参数均影响预测疲劳寿命(Nf)。当采用峰值剪切应力作为失效准则时,采用PSE方法推荐的α和A参数得到的疲劳寿命结果与采用耗散应变能(DSE)方法得到的结果相当。本研究为利用LAS试验评估沥青粘结剂的疲劳性能提供了一个框架。
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引用次数: 0
Field and laboratory evaluation of asphalt mixtures modified with Pyrolysis Carbon Black (PCB) 热解炭黑(PCB)改性沥青混合料的现场和实验室评价
Q1 Engineering Pub Date : 2025-09-09 DOI: 10.1016/j.treng.2025.100388
Sudharshi Jayasinghe , Shankani Gunaratna , Chamod Hettiarachchi , W.K. Mampearachchi
Traffic volume, tire pressure, and environmental conditions degrade pavement performance, leading to cracks, rutting, and fatigue. Enhancing pavement quality is crucial, leading researchers to explore asphalt modification using various materials. With the trend toward low-carbon solutions, waste-based materials are often investigated for their potential in construction. Pyrolysis Carbon Black (PCB), a by-product of waste-tire pyrolysis, which can potentially improve pavement performance. This study compares wet and dry mixing methods in PCB-modified asphalt through Marshall stability and flow tests. Both methods enhance asphalt performance, with dry mixing showing the highest improvement. Field trials assess PCB’s applicability, with plant and paving trials recommending 11 intermediate roller passes for optimal compaction. Moreover, Pavement Condition Index (PCI) is calculated to evaluate the current pavement condition after 3 years of construction. For better insight, another section from the same road prepared with conventional asphalt at the same period was evaluated. Calculated PCI values which are 85 % and 88 % for conventional and PCB-modified pavements, respectively, demonstrate the potential for long-term performance in PCB-modified pavements. While dry mixing demonstrated superior mechanical performance and was preferred for field implementation, wet mixing offers a promising alternative, especially if further optimized. Since the carbon black modifier is part of the bitumen, wet mixing can simplify construction and improve binder homogeneity. Overall, PCB emerges as a promising sustainable modifier for enhanced pavement durability. Further research on low-temperature performance and the wet mixing process is encouraged to optimize PCB’s application in road construction.
交通流量、轮胎压力和环境条件都会降低路面性能,导致裂缝、车辙和疲劳。提高路面质量是至关重要的,这促使研究人员探索使用各种材料对沥青进行改性。随着低碳解决方案的趋势,人们经常研究以废物为基础的材料在建筑中的潜力。热解炭黑(PCB)是废轮胎热解的副产品,可以潜在地改善路面性能。通过马歇尔稳定性和流动试验,比较了湿法和干法混合方式对多氯联苯改性沥青的影响。两种方法均能提高沥青的性能,其中干拌法的改善效果最大。现场试验评估PCB的适用性,工厂和铺装试验推荐11个中间辊道以达到最佳压实效果。此外,还计算了路面状况指数(PCI),以评估施工3年后的路面状况。为了更好地了解,我们对同一时期用常规沥青制备的同一路段的另一段进行了评估。传统路面和pcb改性路面的PCI值分别为85%和88%,这表明pcb改性路面具有长期性能的潜力。虽然干式混合表现出优异的机械性能,更适合现场实施,但湿式混合提供了一种很有前途的替代方案,特别是如果进一步优化的话。由于炭黑改性剂是沥青的一部分,湿法混合可以简化施工,提高粘结剂的均匀性。总的来说,PCB是一种很有前途的可持续改性剂,可以提高路面的耐久性。鼓励进一步研究PCB的低温性能和湿搅拌工艺,以优化PCB在道路建设中的应用。
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引用次数: 0
Application of deep neural networks in detecting speed bumps and speed humps for fuel consumption optimization 深度神经网络在减速带和减速带检测中的应用
Q1 Engineering Pub Date : 2025-09-09 DOI: 10.1016/j.treng.2025.100387
Sayyedmehdi Hosseinikhah , Hamid Mirzahossein , Mohammad Ali Asadi , Ali Naderan
The rapid expansion of urbanization and growing urban populations have led to a significant increase in the number of vehicles. This trend, particularly in the absence of comprehensive transportation planning, has resulted in higher traffic congestion and, consequently, more accidents. As such, traffic calming has emerged as a key strategy for reducing vehicle speeds and enhancing urban road safety. Effective traffic calming measures—such as speed bumps and humps—require precise engineering studies and public awareness campaigns to maximize their benefits. When properly designed and implemented, these measures not only improve safety for pedestrians and drivers by controlling vehicle speeds but also mitigate potential drawbacks, including noise pollution, environmental impact, increased fuel consumption, and vehicle wear. In this study, we identified and prioritized key criteria and sub-criteria influencing the placement of speed bumps and humps in urban road networks through interviews with traffic and urban transportation experts. Using a Convolutional Neural Network (CNN), we developed a model to determine the optimal number and placement of these traffic calming devices in each street, aiming to enhance traffic safety while reducing fuel consumption. Analysis of data from 48 urban streets in Fars Province demonstrated that optimizing the quantity and location of speed bumps not only improves traffic safety but also leads to a significant reduction in fuel consumption for passing vehicles. These findings highlight how data-driven, intelligent design can simultaneously achieve both safety and environmental objectives.
城市化的迅速发展和城市人口的不断增长导致了车辆数量的显著增加。这种趋势,特别是在缺乏全面运输规划的情况下,造成了更严重的交通堵塞,从而造成了更多的事故。因此,交通减速已成为降低车速和提高城市道路安全的关键策略。有效的交通减速措施——比如减速带和驼背——需要精确的工程研究和公众意识运动来最大化它们的效益。如果设计和实施得当,这些措施不仅可以通过控制车速来提高行人和驾驶员的安全,还可以减轻潜在的缺点,包括噪音污染、环境影响、燃料消耗增加和车辆磨损。在这项研究中,我们通过对交通和城市交通专家的采访,确定了影响城市道路网络中减速带和驼峰放置的关键标准和子标准,并对其进行了优先排序。利用卷积神经网络(CNN),我们开发了一个模型来确定这些交通镇定装置在每条街道上的最佳数量和位置,旨在提高交通安全,同时降低燃料消耗。对法尔斯省48条城市街道数据的分析表明,优化减速带的数量和位置不仅可以提高交通安全,还可以显著降低过往车辆的燃油消耗。这些发现强调了数据驱动的智能设计如何同时实现安全和环境目标。
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引用次数: 0
Application of machine learning-based AI in defect monitoring of earth retaining structures and tunnels of transport systems: A review 基于机器学习的人工智能在交通系统挡土结构和隧道缺陷监测中的应用综述
Q1 Engineering Pub Date : 2025-09-02 DOI: 10.1016/j.treng.2025.100385
Md Zahidul Islam , Chin Jian Leo , Ju Jia Zou , Eileen An , Samanthika Liyanapathirana , Pan Hu , Bo Xiao , Stanley Yuen
The transport system in a modern city is a complex and challenging web of roads, railways, metros, and pedestrian networks. The networks consist of various components, including transport tunnels and earth-retaining structures (ERS). Transport tunnels are passageways serving road traffic, trains, and pedestrians, while ERS are designed to support earth embankments and slopes along the road and rail networks. Inspecting these tunnels and ERS requires significant resources and planning, often using human inspectors which relies significantly on the experience and skill of trained personnel. Researchers have begun to consider employing artificial intelligence (AI) techniques to automate certain aspects of monitoring previously performed by personnel in a rapidly advancing area of interest. This article presents a rare review of machine learning-based AI (ML-b AI) techniques for defect monitoring of ERS and tunnels. It is organized based on different categories of ML-b AI defect detection techniques, including current development stages, practical impacts, and future directions, many aspects of which have not been reviewed previously. It contributes to much-needed literature on this topic and also highlights broad challenges faced by ML-b AI techniques for defect monitoring of ERS and tunnels, especially the lack of development in the detection of non-crack defects.
现代城市的交通系统是一个由公路、铁路、地铁和步行网络组成的复杂而具有挑战性的网络。该网络由各种组成部分组成,包括运输隧道和土挡结构(ERS)。运输隧道是为道路交通、火车和行人服务的通道,而ERS的设计是为了支持公路和铁路网络沿线的土堤防和斜坡。检查这些隧道和应急系统需要大量的资源和规划,经常使用人工检查员,这在很大程度上依赖于受过培训的人员的经验和技能。研究人员已经开始考虑使用人工智能(AI)技术来自动化以前由人员在快速发展的感兴趣领域执行的某些方面的监控。本文介绍了一种罕见的基于机器学习的人工智能(ML-b AI)技术,用于ERS和隧道的缺陷监测。它是根据ML-b AI缺陷检测技术的不同类别进行组织的,包括当前的发展阶段、实际影响和未来的方向,其中许多方面以前没有进行过审查。它为这一主题提供了急需的文献,也突出了ML-b人工智能技术在ERS和隧道缺陷监测方面面临的广泛挑战,特别是在非裂纹缺陷检测方面缺乏发展。
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引用次数: 0
Preface for the special issue on geomaterials and transportation structures under dynamic and environmental loads 动力与环境荷载作用下岩土材料与运输结构特刊前言
Q1 Engineering Pub Date : 2025-09-01 DOI: 10.1016/j.treng.2025.100357
Tatsuya Ishikawa , Geert Degrande , Erol Tutumluer
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引用次数: 0
How does the built environment affect driver behaviours? A methodological framework for large-scale analysis that combines Onboard Diagnostic and Geographical Data to promote Road Safety 建筑环境如何影响驾驶员的行为?结合车载诊断和地理数据的大规模分析方法框架,以促进道路安全
Q1 Engineering Pub Date : 2025-08-29 DOI: 10.1016/j.treng.2025.100384
V. Nicolosi , M. Mameli , S. Shiralizadeh , I.G. Coltea , M. D’Apuzzo , G. Cappelli

Background

Driving behaviours are a set of actions made by drivers during their driving tasks and could be detected with the help of onboard sensors in vehicles. The interest from researchers in evaluating fuel consumption and enhancing overall safety has increased in recent years, thanks to the availability of algorithms and methods that can manage the large amount of data obtained from sensors.

Method

In this paper, both Onboard Diagnostic (OBD) data from the DDD20 dataset and open-source Geographic Data are used to study driver behaviours. After the preprocessing phases, a Multi-Layer Perceptron (MLP) classifier is used to classify driver behaviours, and a Shapley Additive Explanations (SHAP) Analysis is implemented to perform feature selection.

Results

Three models are created: the first combines OBD and geographical data, the second is based only on geographical data, and the last one contains a reduced subset of features retrieved from geographical data. The model with a reduced number of features shows good prediction accuracy, comparable with the full previous models. In addition to that, SHAP analysis highlights how the presence of schools, hospitals, bridges, parking, subways, cycleways, and footways increases the likelihood of having aggressive driver behaviour.

Conclusions

This study aims to show how the external context influences driver behaviours and to create a methodological framework for future developments in road safety. The model that uses only open-source geographical data with a reduced number of features is particularly suited for large-scale analysis in the context of road safety.
驾驶行为是驾驶员在驾驶任务中做出的一系列动作,可以通过车载传感器检测到。近年来,由于可以管理从传感器获得的大量数据的算法和方法的可用性,研究人员对评估燃料消耗和提高整体安全性的兴趣有所增加。方法利用DDD20数据集的车载诊断(OBD)数据和开源地理数据对驾驶员行为进行研究。在预处理阶段之后,使用多层感知器(MLP)分类器对驾驶员行为进行分类,并使用Shapley加性解释(SHAP)分析来进行特征选择。结果建立了三种模型:第一种是结合OBD和地理数据的模型,第二种是仅基于地理数据的模型,最后一种是包含从地理数据中检索到的特征的简化子集。减少特征数后的模型具有较好的预测精度,可与之前的完整模型相媲美。除此之外,SHAP分析还强调了学校、医院、桥梁、停车场、地铁、自行车道和人行道的存在如何增加了驾驶员攻击性行为的可能性。本研究旨在展示外部环境如何影响驾驶员行为,并为道路安全的未来发展创建一个方法框架。该模型仅使用具有少量特征的开源地理数据,特别适合于道路安全背景下的大规模分析。
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引用次数: 0
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Transportation Engineering
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