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Comparative evaluation of alternative Bayesian semi-parametric spatial crash frequency models 不同贝叶斯半参数空间碰撞频率模型的比较评价
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2022.01.005
Gurdiljot Singh Gill , Wen Cheng , Mankirat Singh , Yihua Li
Albeit with the notable benefits associated with Dirichlet crash frequency models and spatial ones, there is little research dedicated to exploring their combined advantages. Such ensemble approach could be a viable alternative to existing models as it accounts for the unobserved heterogeneity by relaxing the constraints of specific distribution placed on the intercept while addressing the spatial correlations among roadway entities. To fill this gap, the authors aimed to develop Dirichlet semi-parametric models over the over-dispersed generalized linear model framework while also incorporating spatially structured random effects using a distance-based weight matrix.
Five models were developed which include four semi-parametric with flexible intercept and one parametric base model for comparison purposes. The four semi-parametric models entailed two models with a popular specification of stick-breaking Dirichlet process (DP) and two models with an alternative approach of Dirichlet distribution (DD), which are first applied in the field of traffic safety. All four models were estimated for mixture of points (discrete) and mixture of normals (continuous). The posterior density plots for the precision parameter justified the employment of the flexible Dirichlet approach to fit the crash data and supported the assumed prior for the precision parameter. All four Dirichlet models demonstrated the presence of distinct subpopulations suggesting that the intercepts of the models were not generated from a common distribution. The DP model based on mixture of normals illustrated better performance indicating its potential superiority to fit both in-sample and out-of-sample crash data. This finding indicated that the approach of continuous densities, unlike discrete points, may lend more flexibility to fit the data.
尽管Dirichlet碰撞频率模型和空间模型具有显著的优势,但很少有研究致力于探索它们的综合优势。这种集成方法可能是现有模型的可行替代方案,因为它通过放松放置在截距上的特定分布的约束来解释未观察到的异质性,同时解决道路实体之间的空间相关性。为了填补这一空白,作者旨在在过度分散的广义线性模型框架上开发Dirichlet半参数模型,同时还使用基于距离的权重矩阵结合空间结构随机效应。建立了五个模型,其中包括四个具有柔性截距的半参数模型和一个用于比较的参数基模型。这四种半参数模型包括两种最常用的掰棍狄利克雷过程(DP)规范模型和两种最早应用于交通安全领域的狄利克雷分布(DD)替代方法模型。对所有四种模型进行了点混合(离散)和法线混合(连续)的估计。精度参数的后验密度图证明了采用柔性狄利克雷方法拟合碰撞数据的合理性,并支持精度参数的假设先验。所有四个狄利克雷模型都显示了不同亚种群的存在,这表明模型的截距不是由一个共同分布产生的。基于混合法线的DP模型表现出更好的性能,表明它在拟合样本内和样本外崩溃数据方面具有潜在的优势。这一发现表明,连续密度的方法,不像离散点,可以提供更大的灵活性来拟合数据。
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引用次数: 0
Skid resistance performance and texture lateral distribution within the lanes of asphalt pavements 沥青路面车道内抗滑性能及纹理横向分布
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2021.03.010
Di Yun , Liqun Hu , Ulf Sandberg , Cheng Tang
The skid resistance and pavement texture can vary a lot for different lane paths, meaning that the lateral shift of the vehicle driving in the lane section can affect the safety significantly. On the other hand, a varying skid resistance across a lane section provides the opportunity to influence vehicles to run in lateral positions where the tire/road friction has not yet been reduced by wear; thus, improving safety. This measure would be useful only if the distribution of skid resistance and pavement texture in the lane sections are investigated at frequent intervals.
This study focused on four test sections on in-service urban roads. A friction measuring device known as the T2GO system was used to test the skid resistance performance of pavements for both dry and wet conditions. A high-precision 3D-scanner was used to capture the pavement macrotexture, and a microscope was employed to investigate the pavement abrasion. Subsequently, the effect of the lateral variation across the lane of friction and texture was discussed. The feasibility of displacing the vehicles to run in tracks with better skid resistance was explored in terms of the measured friction and the texture-dependent drainage capacity. The results indicated that driving closer to the lanes' right side means that better values of friction, texture, and drainage parameters of the unworn pavement surface can be utilized. A 0.3 m or more lateral displacement would create improved friction, in a range between 13% and 14% for 1.5 m track width and between 8% and 11% for 1.65 m track width. Furthermore, the results are useful in studying the vehicles' sideslip.
不同车道的路面结构和防滑性能差异很大,车辆在车道段行驶时的侧向位移对行车安全性影响较大。另一方面,不同路段的防滑阻力可以影响车辆在轮胎/路面摩擦尚未减少的横向位置行驶;从而提高安全性。只有在频繁地研究车道段的防滑性和路面纹理分布的情况下,这种措施才有用。本研究主要针对在役城市道路上的四个测试路段进行研究。一种被称为T2GO系统的摩擦测量装置被用来测试路面在干燥和潮湿条件下的抗滑性能。采用高精度三维扫描仪捕捉路面宏观纹理,并用显微镜观察路面磨损情况。在此基础上,讨论了摩擦和织构对横向变化的影响。根据实测的摩擦和纹理相关的排水能力,探讨了将车辆置换到具有较好防滑性的轨道上运行的可行性。结果表明,靠近车道右侧行驶意味着可以更好地利用未磨损路面的摩擦、纹理和排水参数值。0.3 m或更大的横向位移将改善摩擦力,在1.5 m轨道宽度下,摩擦力在13%至14%之间,在1.65 m轨道宽度下,摩擦力在8%至11%之间。此外,该结果对车辆侧滑的研究也有一定的参考价值。
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引用次数: 0
Study on interface shear strength between polyurethane treated and original Pisha sandstone under dry-wet cycles 干湿循环作用下聚氨酯处理与原皮沙砂岩界面抗剪强度研究
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2021.12.007
Wenbo Ma , Xuan Zhou , Jiaping Li , Yanli Chen , Yuyang Li , Caiqian Yang , Minke Ma , Jiale Long , Shuaicheng Guo
Currently, utilization of hydrophilic polyurethane (W-OH) materials for slope protection in arid areas has proved to be a cost-effective protocol. The treatment effect highly depends on the interfacial performance between the W-OH treated and the original sandstone. This study aims to investigate the corresponding shear strength and its long-term performance under dry-wet cycles under the arid environment. The results from the direct shear test indicate the interface shear strength increases with W-OH solution concentration and decreases with the increase of water content of the Pisha sandstone. Further investigations under dry-wet cycles indicate the interface cohesion is obviously weakened by the dry-wet cycles, while the influence on the internal friction angle is not obvious. The correlation between the degradation level and the dry-wet cycles can be well fitted with the inverted S-curve using two combined exponential functions. Furthermore, the ethylene-vinyl acetate (EVA) content is utilized to enhance the durability performance under dry-wet cycles. It is found the EVA can obviously improve the bonding property and the resistance to dry-wet cycles. This study’s results can serve as a solid base for the application of W-OH materials to resolve the soil erosion in the arid region.
目前,在干旱地区使用亲水聚氨酯(W-OH)材料进行边坡防护已被证明是一种具有成本效益的方案。处理效果在很大程度上取决于处理后的W-OH与原始砂岩之间的界面性能。本研究旨在研究干湿循环条件下相应的抗剪强度及其长期性能。直剪试验结果表明,界面抗剪强度随W-OH溶液浓度的增加而增大,随含水量的增加而减小。在干湿循环下的进一步研究表明,干湿循环明显削弱了界面黏聚力,而对内摩擦角的影响不明显。利用两个复合指数函数可以很好地拟合出退化程度与干湿循环之间的倒s曲线关系。此外,利用乙烯-醋酸乙烯酯(EVA)含量来提高干湿循环下的耐久性。结果表明,EVA能明显提高复合材料的粘接性能和抗干湿循环性能。本研究结果可为W-OH材料在干旱区土壤侵蚀治理中的应用提供坚实的基础。
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引用次数: 0
Deformation properties of remolded loess compacted via vertical vibration compaction method 垂直振动压实法重塑黄土的变形特性
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2022.04.001
Yingjun Jiang , Kejia Yuan , Jiangtao Fan , Chenfan Bai , Wei Zhang , Jinshun Xue
To investigate the deformation properties of remolded loess subgrade under long-term cyclic dynamic loading, remolded loess specimens compacted via vertical vibration compaction method were produced and some factors influencing elastic strain and cumulative plastic strain, which include the number of vibration cycles, depth, and water content, have been investigated. A prediction model for cumulative plastic deformation was established. In addition, the collapsible deformation properties of remolded loess were investigated. Results indicate that the elastic strain and plastic strain are decreased with increasing vibration cycles and depth and finally tend to be stable when the number of vibration cycles is more than 2000 and the depth exceeds 2.5 m. The elastic strain and cumulative plastic strain of compacted loess are increased by 7.2% and 13.0%, respectively, when the water content increases by 1.0%. The cumulative plastic deformation of remolded loess follows a logarithmic distribution. The elastic deformation and cumulative plastic deformation of loess subgrade are far less than the demands for elastic deformation and post-construction settlement of subgrade. As the compaction coefficient and water content are increased by 1.0%, the collapsibility coefficient of compacted loess is decreased by an average of 13.7% and 14.5%. Such investigations can prevent subgrade diseases and ensure the safety of subgrade filled with loess soils.
为研究长期循环动力荷载作用下重塑黄土路基的变形特性,制作了竖向振动压实法压实的重塑黄土试样,研究了振动循环次数、深度、含水率等因素对重塑黄土弹性应变和累积塑性应变的影响。建立了累积塑性变形的预测模型。此外,还研究了重塑黄土的湿陷变形特性。结果表明:弹性应变和塑性应变随振动循环次数和深度的增加而减小,当振动循环次数超过2000次且深度超过2.5 m时趋于稳定;含水量每增加1.0%,压实黄土的弹性应变和累积塑性应变分别增加7.2%和13.0%。重塑黄土的累积塑性变形服从对数分布。黄土路基的弹性变形和累积塑性变形远远小于对路基弹性变形和工后沉降的要求。压实系数和含水率每增加1.0%,压实黄土的湿陷系数平均降低13.7%和14.5%。这样的调查可以预防路基病害,保证黄土填土路基的安全。
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引用次数: 0
Empirical comparison of the effects of other party's vehicle type on motorcyclists' injury severity 对方车辆类型对摩托车手伤害严重程度影响的实证比较
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2023.11.007
Thanapong Champahom , Chamroeun Se , Wimon Laphrom , Duangdao Watthanaklang , Sajjakaj Jomnonkwao , Vatanavongs Ratanavaraha
This research explores the various factors influencing the severity of injuries motorcyclists sustain across different collision scenarios. The study considers the types of vehicles involved, including motorcycle (MC), cars, pickup trucks, vans, and trucks. The study is grounded in an analysis of road crashes in Thailand from 2016 to 2019. Recognizing the unique characteristics inherent in each collision type, the study categorizes crashes into six distinct models for a comprehensive analysis. Each model is constructed using the random parameter logit with unobserved heterogeneity in means. Notably, all models incorporate random parameters, with the exception of the MC vs. truck model. Despite some consistent factors across most models, there are noteworthy variations in parameters when comparing different vehicle types. In the context of single-motorcycle crashes, speed limit violation emerges as a critical factor. For the MC vs. MC model, crashes happening from midnight to early morning are significant. The presence of a passenger (pillion) is a key determinant in the MC vs. car model. Meanwhile, in the MC vs. pickup truck model, crashes occurring under poor light conditions from midnight to early morning are of particular importance. The MC vs. van model notably highlights the involvement of male riders. Lastly, the MC vs. truck model draws attention to crashes happening on weekends. By creating specific crash models for diverse vehicle types, this study enhances our understanding of motorcycle crashes. The findings provide valuable insights to inform the development of policies, the design of safety campaigns, the creation of training programs, and the evaluation of road safety.
本研究探讨了影响摩托车手在不同碰撞情况下受伤严重程度的各种因素。该研究考虑了所涉及的车辆类型,包括摩托车(MC)、汽车、皮卡、货车和卡车。该研究基于对泰国2016年至2019年道路交通事故的分析。认识到每种碰撞类型固有的独特特征,该研究将碰撞分为六种不同的模型进行全面分析。每个模型都是使用随机参数logit构建的,其中均值具有未观察到的异质性。值得注意的是,除了MC与卡车模型外,所有模型都包含随机参数。尽管在大多数车型中存在一些一致的因素,但在比较不同车型时,参数存在值得注意的差异。在单摩托车碰撞事故中,限速违规成为一个关键因素。对于MC vs MC模型,从午夜到清晨发生的崩溃是重要的。乘客(座席)的存在是MC与汽车模型的关键决定因素。与此同时,在MC与皮卡模型中,在午夜至凌晨光线不足的情况下发生的撞车事故尤为重要。MC vs. van模式特别强调了男性骑手的参与。最后,MC与卡车的模型引起了人们对周末发生的撞车事故的关注。通过建立不同车辆类型的特定碰撞模型,本研究增强了我们对摩托车碰撞的理解。研究结果为制定政策、设计安全运动、制定培训计划和评估道路安全提供了宝贵的见解。
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引用次数: 0
Real-time traffic enhancement scheduling for train communication networks based on TSN 基于TSN的列车通信网络实时流量增强调度
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2023.02.009
Deqiang He, Zeqian Chen, Daliang Sun, Zhenzhen Jin, Yanjun Chen, Rui Ma, Chen Liang
With the increasing data volume of train on-board system, real-time performance has become the most critical factor to ensure the safety of train operation. Considering that standard Ethernet cannot meet the real-time requirement of existing train communication network (TCN), the time-sensitive network (TSN) technology for TCN is introduced. To solve the time-delay problem, an adaptive switch queue selection mechanism for traffic scheduling is proposed. Firstly, the topology model of TCN based on TSN and the traffic model are described. Then, the K shortest path routing algorithm based on load balancing provides the optimal routing for the scheduling process. Finally, the adaptive switch queue selection mechanism is introduced to solve the aggregation flow conflict problem effectively, queue resources are properly allocated, and the gate control list (GCL) of each frame in the queue is obtained. Experimental results show that compared with the traditional constraint model, the schedulability of the model with an adaptive switch queue selection mechanism increases by 33.0%, and the maximum end-to-end delay and network jitter decrease by 19.1% and 18.6% on average respectively. It can provide theoretical support and application reference for the real-time performance optimization of TCN based on TSN.
随着列车车载系统数据量的不断增加,实时性已成为保证列车运行安全的最关键因素。针对现有列车通信网络(TCN)标准以太网不能满足实时性要求的问题,提出了TCN的时敏网络(TSN)技术。为了解决时延问题,提出了一种用于交通调度的自适应交换机队列选择机制。首先,描述了基于TSN的TCN拓扑模型和流量模型;然后,基于负载均衡的K最短路径路由算法为调度过程提供最优路由。最后,引入自适应开关队列选择机制,有效解决汇聚流冲突问题,合理分配队列资源,获得队列中每帧的门控制列表(GCL)。实验结果表明,与传统约束模型相比,采用自适应交换队列选择机制的模型可调度性提高了33.0%,最大端到端延迟和网络抖动平均分别降低了19.1%和18.6%。为基于TSN的TCN实时性能优化提供理论支持和应用参考。
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引用次数: 0
Study on the improvement of semi-Hertzian wheel/rail contact algorithms 半赫兹轮轨接触算法改进研究
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2022.08.006
Yaru Liang , Qunsheng Wang , Jing Zeng , Bin Zhu , Rancheng Mao
The normal stress distribution of the contact patch is the base for wheel/rail dynamic analysis as well as the wheel wear calculation. When the wheel polygonalization appears on the worn-type wheel tread of the high-speed trains, the lateral and longitudinal relative wheel/rail curvature around the contact patch will vary with the change of wheel circumferential position. In such a case, the commonly used Hertzian contact method cannot meet the calculation precision, while even the non-Hertzian method has relatively high precision, but its calculation efficiency cannot meet the demand of engineering application. A non-Hertzian method was introduced to analyze the influence of the wheel polygonalization on the contact patch. By studying the shape and the pressure distribution of the contact patches at different contact positions, it is found that when the wavelength of the wheel polygonalization is larger than 65 mm, the results of the improved semi-Hertzian method can agree well with the non-Hertzian method with reasonable computing time. Besides, to ensure that the calculation result can meet the accuracy requirement when the wheelset yaw motion occurs, the trace method is used to improve the semi-Hertzian method and verified by the contact method.
接触片的正态应力分布是进行轮轨动力学分析和车轮磨损计算的基础。高速列车磨损型车轮踏面出现车轮多面化时,接触斑周围的横向和纵向相对轮轨曲率会随着车轮周向位置的变化而变化。在这种情况下,常用的赫兹接触法不能满足计算精度,而即使是非赫兹接触法精度也相对较高,但其计算效率不能满足工程应用的需求。引入了一种非赫兹方法来分析车轮多边形化对接触片的影响。通过对不同接触位置接触斑的形状和压力分布的研究,发现当车轮多面化波长大于65 mm时,改进的半赫兹法在合理的计算时间内与非赫兹法的计算结果吻合较好。此外,为了保证轮对发生偏航运动时的计算结果能够满足精度要求,采用迹线法对半赫兹法进行了改进,并用接触法进行了验证。
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引用次数: 0
A bibliometric analysis of railway safety research: Thematic evolution, current status, and future research directions 铁路安全研究的文献计量分析:主题演变、现状与未来研究方向
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-02-01 DOI: 10.1016/j.jtte.2024.07.001
Aliyu Mani Umar , Mohd Khairul Afzan Mohd Lazi , Sitti Asmah Hassan , Hanini Ilyana Che Hashim , Yinggui Zhang
This study reports a bibliometric analysis of a sample of 787 articles from the Web of Science database. Railway safety is a broad research field with high research activity. Computer-assisted techniques such as bibliometric analysis could be used to study the thematic evolution and intellectual structure of such high-activity research fields. This study aims to identify recent advances in railway safety research and suggest future research directions. We first set out to identify the themes that define railway safety research through science mapping. Using citation count and PageRank of articles, the most prestigious articles published within the last decade were identified for content analysis. Studies on artificial intelligence applications to railway safety, particularly in hazard identification, infrastructure and equipment control, and condition monitoring, have gained traction in recent years. The security and safety of proposed cyber-physical systems for railway applications have been widely studied. Studies on next-level train control systems such as ETCS-3 and CTCS-4 have focused on satellite-based train localization and 5G technology (and beyond) for railway communication systems. Research on human reliability in railway operations and management has also received considerable attention from researchers. However, little consideration is given to addressing issues related to the reliability of expert judgments–a key instrument in practical railway safety assessment. In the end, we suggest six avenues for future research in railway safety.
本研究报告了对Web of Science数据库中787篇文章样本的文献计量学分析。铁路安全是一个广泛而活跃的研究领域。计算机辅助技术,如文献计量分析,可用于研究这些高活动研究领域的主题演变和智力结构。本研究旨在总结铁路安全研究的最新进展,并提出未来的研究方向。我们首先着手通过科学制图确定定义铁路安全研究的主题。使用引用计数和文章的PageRank,在过去十年中发表的最负盛名的文章被确定为内容分析。近年来,人工智能在铁路安全方面的应用研究,特别是在危险识别、基础设施和设备控制以及状态监测方面的应用,得到了广泛的关注。提出的用于铁路应用的网络物理系统的安全性已经被广泛研究。对下一级列车控制系统(如ETCS-3和CTCS-4)的研究主要集中在基于卫星的列车定位和铁路通信系统的5G技术(及以后)。铁路运营管理中的人的可靠性研究也受到了研究者的广泛关注。然而,很少考虑解决与专家判断可靠性相关的问题-这是实际铁路安全评估的关键工具。最后,提出了今后铁路安全研究的六大方向。
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引用次数: 0
Review of bonding behavior, mechanisms, and characterization approach in bituminous materials under different conditions 沥青材料在不同条件下的粘结行为、机理及表征方法综述
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2024-12-01 DOI: 10.1016/j.jtte.2024.06.002
Hanizah Osman , Muhamad Zulfatah Izham Muhamad Rodzey , Mohd Rosli Mohd Hasan , Tracy Leh Xin Wong , Mohd Fahmi Haikal Mohd Ghazali , Zulfirdaus Zakaria , Mohammed Jameel
Bituminous materials play a crucial role in the construction industry, serving as essential binders in asphalt mixtures. Understanding their bonding behavior, mechanism, and characterization is imperative for enhancing pavement performance, durability, and sustainability. Despite the widespread use of bituminous materials, challenges persist in optimizing their physical, rheological, and mechanical properties, addressing aging effects, and developing eco-friendly alternatives. The modification can be made by incorporating modifiers or additives, such as anti-stripping agents, surfactants, and bonding promoters, at their optimal dosages. Technically, the cohesion and adhesion bonds could be reinforced by adding a designated percentage of additives to the asphalt binder and within the asphalt-aggregate interfaces in asphalt mixtures. Prior to improving the pavement materials for road construction, adhesion and wetting properties also need to be given crucial attention. The inter-surface characteristics and their morphological behavior significantly influence the adhesion and cohesion bonding within binder-aggregate matrices, as indicated by the good correlations in both dry and wet conditions between failure pattern and bond strength. This review highlights recent breakthroughs in bituminous material research, emphasizing innovative approaches to enhance performance, durability, and environmental compatibility, providing insights for future advancements in asphalt pavement engineering. To advance the development of robust, environmentally sensitive asphalt pavements and guarantee a sustainable and effective transportation infrastructure for years to come, cooperation between researchers, engineers, and industry stakeholders is important.
沥青材料在建筑工业中起着至关重要的作用,是沥青混合料的基本粘合剂。了解它们的粘合行为、机制和特性对于提高路面性能、耐久性和可持续性至关重要。尽管沥青材料被广泛使用,但在优化其物理、流变和机械性能、解决老化问题以及开发环保替代品方面仍然存在挑战。所述改性可以通过以其最佳剂量掺入改性剂或添加剂,例如抗剥离剂、表面活性剂和键合促进剂来进行。从技术上讲,可以通过在沥青粘合剂和沥青混合物中的沥青-骨料界面中添加指定百分比的添加剂来增强内聚性和附着力。在改善道路施工的路面材料之前,附着力和润湿性能也需要给予至关重要的关注。表面间特性及其形态行为显著影响粘结剂-骨料基质内的粘附和内聚结合,在干燥和潮湿条件下,破坏模式与结合强度之间存在良好的相关性。本文重点介绍了沥青材料研究的最新突破,强调了提高性能、耐久性和环境兼容性的创新方法,为沥青路面工程的未来发展提供了见解。为了推进坚固、环保的沥青路面的发展,并确保未来几年的可持续和有效的交通基础设施,研究人员、工程师和行业利益相关者之间的合作非常重要。
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引用次数: 0
Evaluation of fatigue life of asphalt binders using the time sweep and linear amplitude sweep tests: A literature review 用时间扫描和线性振幅扫描试验评价沥青粘结剂的疲劳寿命:文献综述
IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2024-12-01 DOI: 10.1016/j.jtte.2024.04.007
Mohammed Nouali , Anne Dony , Alan Carter
Asphalt binders play a crucial role in the fatigue cracking resistance of asphalt pavement, making the characterization of their fatigue life increasingly important. To evaluate the fatigue life of asphalt binders, two tests have been developed: the time sweep (TS) and the linear amplitude sweep (LAS), both conducted using the dynamic shear rheometer (DSR). Similar to asphalt mixtures, predicting the fatigue life of asphalt binders necessitates the predefinition of fatigue failure criterion and/or fatigue failure definition (failure point). Phenomenological and dissipated energy-based failure criteria are commonly employed to analyze TS test results, while the viscoelastic continuum damage (VECD) model is primarily used to predict fatigue life through the LAS test. Given that the fatigue test temperature significantly impacts the fatigue life of asphalt binders, various methods have been proposed in the literature for selecting the fatigue test temperature.
This paper provides a comprehensive review of the fatigue life evaluation of asphalt binders using both TS and LAS tests. It summarizes the different fatigue failure criteria and fatigue failure definitions employed and discusses the selection of fatigue test temperatures. Furthermore, the paper examines the influence of fatigue test conditions, binder chemical composition and/or penetration grade, and bitumen modification on the fatigue life of asphalt binders. Based on the current review, it is recommended to utilize the LAS test on PAV-aged bitumen under strain-controlled conditions to evaluate the fatigue life of asphalt binders. The most relevant failure definition is the peak in stored pseudo-strain energy based on the simplified viscoelastic continuum damage model (S-VECD). Additionally, the authors propose conducting the fatigue test at an intermediate reference temperature for each country or region, depending on its climate zone.
沥青粘结剂对沥青路面的抗疲劳开裂性能起着至关重要的作用,其疲劳寿命的表征日益重要。为了评价沥青粘结剂的疲劳寿命,采用动态剪切流变仪(DSR)进行了时间扫描(TS)和线性振幅扫描(LAS)两种试验方法。与沥青混合料类似,预测沥青结合料的疲劳寿命需要预先定义疲劳失效准则和/或疲劳失效定义(失效点)。TS试验结果通常采用现象学和耗散能失效准则进行分析,而粘弹性连续损伤(VECD)模型主要用于通过LAS试验预测疲劳寿命。鉴于疲劳试验温度对沥青粘结剂的疲劳寿命影响较大,文献中提出了多种选择疲劳试验温度的方法。本文对沥青粘结剂疲劳寿命的TS和LAS试验进行了综述。总结了不同的疲劳失效准则和疲劳失效定义,讨论了疲劳试验温度的选择。此外,本文还考察了疲劳试验条件、粘结剂化学成分和/或渗透等级以及沥青改性对沥青粘结剂疲劳寿命的影响。在此基础上,建议采用应变控制条件下的LAS试验来评价沥青粘结剂的疲劳寿命。基于简化粘弹性连续损伤模型(s - veecd),最相关的破坏定义是存储伪应变能峰值。此外,作者建议每个国家或地区根据其气候带在一个中间参考温度下进行疲劳试验。
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引用次数: 0
期刊
Journal of Traffic and Transportation Engineering-English Edition
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