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An interpretable deep machine learning model for crash severity prediction: Use of international big data 一个可解释的深度机器学习模型用于碰撞严重程度预测:国际大数据的使用
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2026-02-01 Epub Date: 2026-01-09 DOI: 10.1016/j.jtte.2024.09.012
Khaled Assi , Ibrahim Nemer , Syed Masiur Rahman , Nedal Ratrout , Osama Mosameh , Uneb Gazder
This study sets a goal to pave the path towards a generalized (universal) crash severity prediction model through the synergy between deep learning (DL) model and international crash data. Such a model can be applied for predicting crash severity for countries which have less or no crash data of their own. This was achieved through the collection of crash data from the open sources of four countries namely: USA, Great Britain, Australia and Canada. The international crash database consisted of 276,000 evenly distributed among all countries. Then, seven common machine learning (ML) models were selected and developed. A confusion matrix was used to find the accuracy, precision, recall and F1 score of each model, other evaluation metrics included ROC-AUC and feature importance. Lastly, a comparative analysis was conducted between the eight models on measures of accuracy. The results of this study indicate that a development of a generalized model with high prediction accuracy is possible using DL model. The model showed that vehicle type, speed limit, accident type and light conditions are the most important variables, affecting the crash severity. Models for different countries highlighted the fact that each country may also have, in addition to the above, different parameters contributing to the severity of crashes. It is expected that the model developed in this study could be used by the authorities to identify road conditions, environmental conditions and driver profile which are contributing to severity of crashes, consequently, allowing effective design modifications and policy measures to mitigate severity of crashes.
本研究的目标是通过深度学习(DL)模型与国际碰撞数据的协同作用,为建立一个通用的(通用的)碰撞严重程度预测模型铺平道路。该模型可用于预测本国坠机数据较少或没有坠机数据的国家的坠机严重程度。这是通过收集来自美国、英国、澳大利亚和加拿大四个国家的公开来源的坠机数据来实现的。国际空难数据库由27.6万起事故组成,平均分布在所有国家。然后,选择并开发了七种常见的机器学习(ML)模型。使用混淆矩阵计算每个模型的准确率、精密度、召回率和F1分数,其他评价指标包括ROC-AUC和特征重要性。最后,对八种模型的精度度量进行了比较分析。研究结果表明,利用深度学习模型开发具有较高预测精度的广义模型是可能的。模型表明,车辆类型、限速、事故类型和光照条件是影响碰撞严重程度的最重要变量。不同国家的模型强调了这样一个事实,即除了上述因素外,每个国家也可能有不同的参数来影响崩溃的严重程度。预计本研究中开发的模型可以被当局用于确定导致碰撞严重程度的道路条件、环境条件和驾驶员概况,从而允许有效的设计修改和政策措施来减轻碰撞的严重程度。
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引用次数: 0
A review of capacity modelling techniques for large multi-lane roundabouts with weaving 带编织的大型多车道交叉路口通行能力建模技术综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2026-02-01 Epub Date: 2026-01-07 DOI: 10.1016/j.jtte.2025.01.001
Jit Boon Bong, Elizabeth Eu Mee Chong, Chung Siung Choo
Multi-lane characteristics in large roundabouts promote driver lane choices, causing an interaction between entry and circulating flows called weaving. Weaving affects roundabout capacity significantly as the entry rate reduces when vehicles interact with more conflicting flows. Thus, the inclusion of weaving in the capacity analysis is essential. This paper first discusses large roundabouts and performs a literature review on existing roundabout capacity modelling techniques. From there, the paper investigates current techniques to estimate the capacity for large multi-lane roundabouts from viewpoints of their capability in evaluating the capacity of large roundabouts, limitations, possible applications of simulation and machine learning in modelling large roundabouts, and modifications from the freeway weaving section. This review shows that current techniques are inappropriate for large multi-lane roundabouts with weaving for two reasons: (1) techniques mainly were introduced and applied for roundabouts with inscribed circle diameters of less than 100 m; (2) techniques adopt multi-lane circulating streams as a total flow. This simplification cannot capture possible weaving between two streams, which significantly impacts the capacity of large roundabouts due to free driver lane choices. The research identified a challenge: the absence of a capacity modelling technique for large multi-lane roundabouts considering weaving, although many large multi-lane roundabouts are available worldwide. Research should continue to propose a method to assess the capacity of large multi-lane roundabouts considering weaving.
大型环形交叉路口的多车道特性促进了驾驶员的车道选择,造成了进入车流和循环车流之间的相互作用,称为交织。当车辆与更多相互冲突的车流相互作用时,由于进入率降低,交织会显著影响环形交叉路口的容量。因此,在能力分析中包含织造是必要的。本文首先讨论了大型环形交叉口,并对现有的环形交叉口容量建模技术进行了文献综述。在此基础上,本文从评估大型环形交叉路口容量的能力、局限性、模拟和机器学习在大型环形交叉路口建模中的可能应用以及高速公路编织部分的修改等方面研究了目前估计大型多车道环形交叉路口容量的技术。研究结果表明,目前的技术对大型多车道交叉路口的编织处理并不适用,主要有两个原因:(1)目前的技术主要用于内径小于100 m的交叉路口;(2)技术采用多车道循环流作为总流。这种简化不能捕获两个流之间可能的交织,这极大地影响了大型环形交叉路口的容量,因为驾驶员可以自由选择车道。该研究发现了一个挑战:尽管世界上有许多大型多车道环形交叉路口,但缺乏考虑编织的大型多车道环形交叉路口的容量建模技术。研究应继续提出考虑编织的大型多车道交叉路口通行能力评估方法。
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引用次数: 0
Performance characterization, reinforcement, and application of recycled concrete aggregates in cement concrete and asphalt mixture: A state-of-the-art review 再生混凝土骨料在水泥混凝土和沥青混合料中的性能表征、加固和应用:最新的综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2026-02-01 Epub Date: 2026-01-07 DOI: 10.1016/j.jtte.2025.01.002
Jie Ji , Hao Chen , Wenhua Zheng , Long Wen , Zhi Suo , Shanshan Jin , Wenjuan Zhou
Urbanization renewal leads to a significant generation of construction and demolition waste (C&DW), predominantly concrete waste. It has been widely used as a recycled concrete aggregate (RCA) in pavement to alleviate the shortage of natural aggregates. This study presents a comprehensive review of the processing technology, performance characterization, performance enhancement measures, and application of RCAs in pavement engineering. It indicates that RCAs possess distinctive characteristics, multiple interfaces, microcracks, low bulk density, high water absorption, and specific abrasion values, which restricts its high-quality utilization. Removing or strengthening wrapping mortar are effective measures for improving the physical and mechanical properties of RCAs. RCAs can replace natural aggregates in cement concrete pavement using reinforcement techniques essential for durability. In asphalt mixtures, RCAs can substitute up to 60% of the natural aggregate while maintaining acceptable pavement performance. Recommending early adoption of reinforcing techniques and optimization of grading and mix proportions in pavement engineering promotes RCA utilization, supporting C&DW treatment as a recycled aggregate and improving overall efficiency in the future.
城市化更新导致大量建筑和拆除废物(C&;DW)的产生,主要是混凝土废物。它作为再生混凝土骨料(RCA)被广泛应用于路面,以缓解天然骨料的短缺。本文综述了rca的制备工艺、性能表征、性能增强措施及其在路面工程中的应用。研究表明,RCAs具有明显的特性、多界面、微裂纹、低容重、高吸水率和比磨损值等特点,制约了其高质量的利用。去除或强化包覆砂浆是改善rca材料物理力学性能的有效措施。rca可以替代水泥混凝土路面中的天然骨料,使用增强技术对耐久性至关重要。在沥青混合料中,RCAs可以替代高达60%的天然骨料,同时保持可接受的路面性能。建议在路面工程中尽早采用加固技术,优化级配和混合比例,以促进RCA的利用,支持将DW作为再生骨料处理,并提高未来的整体效率。
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引用次数: 0
Online review driven route planning of green cold chain logistics: Considering service attribute preference 在线评论驱动的绿色冷链物流路线规划:考虑服务属性偏好
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2026-02-01 Epub Date: 2026-01-07 DOI: 10.1016/j.jtte.2023.10.003
Qubo Yu , Xuze Ye , Xueying Jiang , Shaoquan Ni , Kun Liu , Xiaowei Liu
For the long-distance cold chain transportation, this study focuses on green route planning in the cold chain multimodal transport network, considering the customers' preferences on transport service attributes. To extract customers' preferences from online reviews, we build the bidirectional gated recurrent units (BiGRU) and Logit framework. The coefficients representing the preferences for transport service attributes are calculated and integrated into the route planning model. To enhance the reliability of the routes, we utilize fuzzy set theories to describe travel time, transport cost coefficient, and capacity as trapezoidal fuzzy numbers. Then, we develop a fuzzy route planning model aims to minimize transportation cost, damage cost, refrigeration cost, carbon emission cost, and reliability cost. The numerical experiments are conducted on the new land and sea corridor in southwest China. The proposed method can plan the route which meet the customers’ preferences on transportation cost, travel time, reliability and carbon emission. Moreover, logistics companies can strike a balance between cost and reliability by setting confidence coefficients for travel time and capacity. Furthermore, carbon trading policy implements the significant effect on carbon emission reduction in cold chain logistics, when the trading price is 2 RMB per unit.
对于长途冷链运输,考虑客户对运输服务属性的偏好,研究冷链多式联运网络中的绿色路线规划。为了从在线评论中提取客户偏好,我们构建了双向门控循环单元(BiGRU)和Logit框架。计算了代表运输服务属性偏好的系数,并将其集成到路线规划模型中。为了提高线路的可靠性,我们利用模糊集理论将行程时间、运输成本系数和运力描述为梯形模糊数。然后,以运输成本、损坏成本、冷藏成本、碳排放成本和可靠性成本最小为目标,建立模糊路线规划模型。在西南新陆海走廊上进行了数值试验。所提出的方法可以在运输成本、旅行时间、可靠性和碳排放方面满足客户的偏好。此外,物流公司可以通过设置旅行时间和运力的置信系数,在成本和可靠性之间取得平衡。此外,当碳交易价格为2元/单位时,碳交易政策对冷链物流的碳减排效果显著。
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引用次数: 0
Application of waste rubber, oil, and rubber-oil composite in asphalt binder modification: A comprehensive review 废橡胶、废油及橡胶油复合材料在沥青粘结剂改性中的应用综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2026-02-01 Epub Date: 2026-01-10 DOI: 10.1016/j.jtte.2025.04.001
Ankush Kumar , Rajan Choudhary
Modified asphalt binders are essential for enhancing the performance and durability of pavements. In the pursuit of sustainable road construction, incorporating waste materials, such as scrap automotive rubber and oil-based by-products, into asphalt binders has gained considerable attention. Scrap rubber, a major environmental concern, can improve the binder's resistance to rutting and moisture damage when used in modification. However, challenges remain in enhancing fatigue and cracking resistance, as well as achieving storage stability. Oil modifiers like waste engine oil, cooking oil, vegetable oil, and pyrolytic oils (derived from waste tires, plastics, and biomasses) improve asphalt's fatigue resistance and low-temperature flexibility. Despite the many advantages of oil-modified asphalt binders, their performance at elevated temperatures remains an area that demands further refinement. Recent advancements focus on hybrid or composite modification strategies that combine rubber and oil to create binders with enhanced performance across a broader temperature range. This approach addresses both high-temperature stability and low-temperature flexibility, offering a more balanced and resilient asphalt pavement solution. The blending method critically influences modifier interaction with asphalt binders, directly impacting material performance and making it essential for optimizing the benefits of composite binder modification. This article highlights how combinations of rubber and oil modifiers hold the potential to revolutionize asphalt technology in the years ahead. The review offers a detailed analysis of the storage stability, chemo-rheological properties, aging resistance of binders, and the influence of blending approaches on the performance of rubber-modified, oil-modified, and composite-modified asphalt binders. The article concludes by outlining significant research gaps and suggesting directions for future studies, emphasizing the crucial role of innovative composite modification methods in enhancing the performance of asphalt binders and supporting sustainable practices in asphalt road construction.
改性沥青粘结剂是提高路面性能和耐久性的关键。在追求可持续道路建设的过程中,将废料,如废汽车橡胶和油基副产品,纳入沥青粘合剂已引起相当大的注意。废橡胶是一种主要的环境问题,在改性时可以提高粘合剂的抗车辙性和防潮性。然而,在增强抗疲劳和抗裂性以及实现存储稳定性方面仍然存在挑战。废机油、食用油、植物油和热解油(从废轮胎、塑料和生物质中提取)等油改性剂可提高沥青的抗疲劳性和低温柔韧性。尽管油改性沥青粘合剂有许多优点,但其在高温下的性能仍有待进一步改进。最近的进展主要集中在混合或复合改性策略,将橡胶和油结合在一起,以创造在更宽的温度范围内具有更高性能的粘合剂。这种方法兼顾了高温稳定性和低温灵活性,提供了更平衡、更有弹性的沥青路面解决方案。混合方法对改性剂与沥青粘结剂的相互作用产生关键影响,直接影响材料性能,对优化复合粘结剂改性的效益至关重要。这篇文章强调了橡胶和石油改性剂的组合在未来几年里如何有可能彻底改变沥青技术。本文详细分析了橡胶改性、石油改性和复合改性沥青粘结剂的储存稳定性、化学流变性能、耐老化性能以及共混方式对其性能的影响。文章最后概述了重要的研究空白,并提出了未来的研究方向,强调了创新的复合改性方法在提高沥青粘结剂性能和支持沥青道路建设可持续实践方面的关键作用。
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引用次数: 0
Permanent deformation of unbound granular materials: A review 无粘结颗粒材料的永久变形:综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-10-01 Epub Date: 2025-09-29 DOI: 10.1016/j.jtte.2024.11.009
Hugo Alexander Rondón-Quintana , Juan Gabriel Bastidas-Martínez , Fredy Alberto Reyes-Lizcano
Several studies have been conducted in the pavement area to try to understand the elastoplastic behavior of unbound granular materials (UGMs) under cyclic loading. This paper presents a literature review on the permanent deformation phenomenon of UGMs when they form granular layers in flexible pavement structures. The factors affecting the resistance to permanent deformation are presented and described, and the evolution of the mathematical equations most used to predict the deformation in these materials under cyclic loading is shown. Conclusions and recommendations for future studies are presented at the end of the manuscript. Despite the substantial number of researches carried out on the subject, the elastoplastic behavior of UGMs has not yet been fully understood. These heterogeneous and anisotropic materials change their behavior mainly with stress magnitude and water content, but they are also strongly dependent on the way factors such as gradation, density, porosity, morphology, chemical and mineralogical composition, temperature, among others, interact. Generally, most of the mathematical equations that try to predict the accumulation of permanent deformation in UGMs are empirical, based on repeated load triaxial (RLT) tests, they cannot simulate the three components of cyclic stress to which a UGM is subjected in a pavement, their parameters are difficult to determine experimentally and do not show physical meaning (they are obtained by regression). In recent years, studies to evaluate the use of recycled aggregates and the effect of temperature (mainly at low temperatures) have increased. Likewise, the use of various technological tools such as artificial neural network (ANN) modeling, and so forth, has increased.
为了了解非粘结颗粒材料在循环荷载作用下的弹塑性行为,在路面区域进行了多项研究。本文综述了柔性路面结构中ugm颗粒层形成时的永久变形现象。提出并描述了影响材料抗永久变形能力的因素,并给出了循环荷载作用下预测这些材料变形最常用的数学方程的演变过程。结论和对未来研究的建议在手稿的最后提出。尽管在这个问题上进行了大量的研究,但ugm的弹塑性行为尚未得到充分的理解。这些非均质和各向异性材料的行为变化主要与应力大小和含水量有关,但它们也强烈依赖于诸如级配、密度、孔隙度、形态、化学和矿物组成、温度等因素的相互作用。一般来说,大多数试图预测UGM中永久变形积累的数学方程都是经验的,基于重复荷载三轴(RLT)试验,它们无法模拟UGM在路面中所承受的三个循环应力分量,它们的参数难以通过实验确定且不具有物理意义(它们是通过回归获得的)。近年来,对再生骨料的利用和温度(主要是低温)影响的评价研究有所增加。同样,各种技术工具(如人工神经网络(ANN)建模等)的使用也有所增加。
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引用次数: 0
Ride-hailing vehicle dispatching and matching strategies to prioritize and complement public transport use 网约车调度和匹配策略,优先考虑和补充公共交通的使用
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-10-01 Epub Date: 2025-09-30 DOI: 10.1016/j.jtte.2024.09.010
Sapan Tiwari , Neema Nassir , Patricia Sauri Lavieri
Operational strategies and matching algorithms are used to ensure the availability and efficient assignment of ride-hailing services. Such operational strategies may result in services that, rather than complement traditional public transport (PT) systems, compete with them in both market (demand) and road-space use (congestion). This paper introduces and evaluates real-time vehicle dispatching strategies that focus on the prioritization of PT use and the complementarity between PT and ride-hailing in multimodal trips. Utilizing a novel two-step ride-matching algorithm, these strategies aim at decreasing travelers' wait times and motivating the use of PT. The agent-based travel demand forecasting model MATSim is used to implement and test the proposed matching strategies in the study area of Metropolitan Melbourne, Australia. The proposed strategies outperform the original MATSim strategies (which follow a first-come, first-serve approach) regarding average vehicle kilometers traveled (VKT) per ride, number of multimodal trips that use ride-hailing and PT, and the overall PT mode share. The results indicate substantial improvements across all proposed strategies, with PT mode shares increasing by 3.3%–19.8%. A fleet size of 200 was identified as the optimal fleet size. Multimodal trips increased by 7%–13% for all proposed strategies at this fleet size, illustrating a substantial shift towards integrated transport modes. Additionally, VKT per ride decreased by approximately 30%–33% with the proposed strategies at this fleet size. We conclude that serving all ride-hailing requests on a first-come/first-serve basis creates system-level inefficiencies that can be overcome by prioritizing requests that cannot be served by PT and/or have an emergency nature.
运用运营策略和匹配算法确保网约车服务的可用性和高效分配。这种运营策略可能导致服务不是对传统公共交通系统的补充,而是在市场(需求)和道路空间使用(拥挤)方面与传统公共交通系统竞争。本文介绍并评估了实时车辆调度策略,重点关注多模式出行中PT使用的优先级以及PT与网约车之间的互补性。这些策略采用了一种新颖的两步乘车匹配算法,旨在减少旅客的等待时间和激励PT的使用。基于agent的出行需求预测模型MATSim在澳大利亚墨尔本大都市研究区域实施和测试了所提出的匹配策略。所提出的策略优于原始的MATSim策略(遵循先到先得的方法),包括每次骑行的平均车辆行驶公里数(VKT)、使用网约车和PT的多模式旅行次数以及整体PT模式共享。结果表明,所有提出的策略都有实质性的改进,PT模式的份额增加了3.3%-19.8%。确定200人的机队规模为最佳机队规模。在此车队规模下,所有建议策略的多式联运行程增加了7%-13%,表明向综合运输模式的重大转变。此外,在这种机队规模下,采用拟议的策略,每次乘坐的载货里程减少了大约30%-33%。我们得出的结论是,以先到先得的方式服务所有网约车请求会造成系统级的低效率,这种低效率可以通过优先处理PT无法服务和/或具有紧急性质的请求来克服。
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引用次数: 0
Transformer in civil engineering defect detection: A survey 土木工程变压器缺陷检测综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-10-01 Epub Date: 2025-09-29 DOI: 10.1016/j.jtte.2024.11.008
Jinyuan Zhang, Zhineng Zheng, Tianqing Ling
Detecting structural and functional defects in large-scale civil infrastructure during operation is of paramount importance, and employing intelligent algorithms for detection holds significant value. Deep learning technology emerges as the primary avenue to accomplish this task. Recently, Transformer self-attention models have garnered attention as alternatives to deep convolutional neural networks due to their robust parallel computing capabilities and adeptness in modeling long-range dependencies. Harnessing this paradigm shift, the field of civil engineering has delved into exploring Transformer's applicability in intelligent defect detection tasks. Motivated by this, we conducted a systematic investigation into the latest engineering defect detection applications of Transformers. Our survey encompasses over 40 engineering detection algorithms based on Transformers, with roadways, tunnels structures, and bridges serving as primary application scenarios. Lastly, we discuss key challenges encountered in these applications and provide insights into future development directions. This survey marks a systematic overview of Transformer applications in the domain of civil engineering. Its objective is to aid researchers in grasping the concept and architecture of Transformer models, and to furnish suitable reference algorithms and application strategies for intelligent detection research in civil infrastructure.
大型民用基础设施在运行过程中结构和功能缺陷的检测至关重要,采用智能算法进行检测具有重要意义。深度学习技术成为完成这一任务的主要途径。最近,Transformer自关注模型作为深度卷积神经网络的替代品引起了人们的关注,因为它们具有强大的并行计算能力和对远程依赖关系建模的熟练程度。利用这种范式转换,土木工程领域已经深入研究了Transformer在智能缺陷检测任务中的适用性。在此激励下,我们对变压器最新的工程缺陷检测应用进行了系统的研究。我们的调查涵盖了40多种基于变压器的工程检测算法,其中道路、隧道结构和桥梁是主要的应用场景。最后,我们讨论了在这些应用中遇到的主要挑战,并提供了对未来发展方向的见解。这项调查标志着变压器在土木工程领域应用的系统概述。旨在帮助研究人员掌握变压器模型的概念和体系结构,为民用基础设施智能检测研究提供合适的参考算法和应用策略。
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引用次数: 0
Laboratory-on-IoT for predicting construction temperature of asphalt pavement 用于预测沥青路面施工温度的物联网实验室
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-10-01 Epub Date: 2025-09-26 DOI: 10.1016/j.jtte.2023.05.011
Weijie Mao , Wei Si , Ning Li , Jiaman Song , Chen Yuan , Cidan Duojie , Junxing Zheng , Bowen Zhang , Ruocong Yang
Construction temperature of asphalt pavement is an important factor affecting the quality of construction. The gradually mature Internet of Things technology and machine learning method provide new support for improving the quality management of asphalt pavement construction. Based on the pavement construction data collected by the Internet of things, the importance assessment shows that the discharge temperature and the speed of paving and rolling significantly impact the construction temperature. In addition, the model framework and hyperparameters optimization of the neural network prediction model are carried out. The results show that the Adam optimizer is superior to the other three optimizers. The addition of batch standardization helps to improve the model training efficiency, and the optimization of hyperparameters significantly improves the model performance. The combined system of Internet of Things and machine learning can be used for real-time prediction of construction temperature and can provide guidance for construction temperature regulation.
沥青路面施工温度是影响施工质量的重要因素。逐步成熟的物联网技术和机器学习方法,为提高沥青路面施工质量管理提供了新的支撑。基于物联网采集的路面施工数据,重要性评估结果表明,排料温度和铺装滚动速度对施工温度影响显著。此外,对神经网络预测模型进行了模型框架和超参数优化。结果表明,Adam优化器优于其他三种优化器。批量标准化的加入有助于提高模型的训练效率,超参数的优化显著提高了模型的性能。物联网与机器学习相结合的系统可以实时预测施工温度,为施工温度调节提供指导。
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引用次数: 0
A critical review of heavy metal characteristics and risk assessment approaches of municipal solid waste incineration bottom ash in subgrade construction 城市生活垃圾焚烧底灰路基施工中重金属特征及风险评估方法综述
IF 6.8 2区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-10-01 Epub Date: 2025-10-06 DOI: 10.1016/j.jtte.2025.02.004
Jue Li , Qingmeng Hou , Junhui Peng , Hengwu Hu , Domenico Vizzari
The global generation of municipal solid waste (MSW) has significantly escalated and it is nowadays an urgent environmental problem. Incineration has emerged as a prevalent MSW treatment method, with the resulting MSW incineration bottom ash (MSWI BA) offering potential for beneficial reuse, particularly in subgrade construction. However, concerns persist in terms of long-term leaching and ecotoxicity of MSWI BA heavy metals. This critical review consolidates the existing research on the physicochemical properties of MSWI BA, its heavy metal characteristics, and the associated risk management strategies for its reuse in road construction applications. The review systematically analyzes the physical and chemical properties of MSWI BA, confirming its suitability as a construction aggregate. It further examines the typical heavy metal content, including Pb, Zn, Cu, and Cr, and the influential factors such as waste composition, incineration temperature, and flue gas treatment. The leaching behavior of heavy metals under different environmental conditions is investigated through the synthesis of laboratory test data and field monitoring results. Common risk assessment methods at various stages, from BA pretreatment to subgrade design, are evaluated. Additionally, the review summarizes the regulatory standards for MSWI BA application in road construction across different regions, identifies current research limitations, and provides suggestions for future research directions to promote the sustainable utilization of this valuable resource. The findings of this comprehensive review contribute to a better understanding of the feasibility and environmental implications of MSWI BA reuse, supporting informed decision-making and the development of effective management strategies for this growing waste stream. The insights gained can aid in the design of appropriate treatment and application protocols to mitigate the risks associated with heavy metal leaching, thereby facilitating the circular economy in the subgrade construction.
全球城市固体废物的产生量急剧增加,已成为一个紧迫的环境问题。焚烧已成为一种普遍的都市固体废物处理方法,所产生的都市固体废物焚烧底灰(MSWI BA)具有有益再利用的潜力,特别是在路基建设中。然而,对城市生活垃圾填埋场重金属的长期浸出和生态毒性的关注仍然存在。这篇重要的综述整合了现有的关于MSWI BA的物理化学性质、重金属特征以及其在道路建设应用中再利用的相关风险管理策略的研究。本文系统分析了MSWI BA的理化性能,确定了其作为建筑骨料的适宜性。进一步研究了典型的重金属含量,包括Pb、Zn、Cu和Cr,以及垃圾成分、焚烧温度和烟气处理等影响因素。通过综合室内试验数据和现场监测结果,研究了不同环境条件下重金属的浸出行为。对从BA预处理到路基设计各阶段常用的风险评估方法进行了评价。此外,本文还总结了不同地区城市水泥土在道路建设中应用的监管标准,指出了目前研究的局限性,并对未来的研究方向提出了建议,以促进这一宝贵资源的可持续利用。这项全面检讨的结果有助于更好地了解城市生活垃圾填埋场再利用的可行性和环境影响,支持明智的决策和制定有效的管理策略,以应对日益增长的废物流。所获得的见解可以帮助设计适当的处理和应用方案,以减轻与重金属浸出相关的风险,从而促进路基建设中的循环经济。
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引用次数: 0
期刊
Journal of Traffic and Transportation Engineering-English Edition
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