31 May 2026, Volume 39 Issue 5
    

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    Review Paper
  • WENG Meng-yong, ZHOU Jin, FU Zhen-ru, SUN Hu-cheng, XUE Ling, LIU Qiang, LU Yi, YANG Yang, LIU Fei, SONG Zi-hao
    China Journal of Highway and Transport. 2026, 39(5): 1-11. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.001
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    To address the urgent need for constructing a digital foundation with unified standards, layered decoupling, and converged integration during the digital transformation of expressways, this study systematically defines the core connotation of the expressway digital foundation and proposes a practical architecture system and evolution path. First, by systematically reviewing relevant research and practices on digital foundations in China and internationally, the connotation and characteristics of the digital foundation were analyzed from three dimensions: new-type expressway infrastructure, industry digital transformation, and operating systems. On this basis, combined with current information technology development trends and the specific characteristics of expressway operations, an overall architecture of “Cloud-Network-Map-Data-Intelligence” was constructed from the perspective of an operating system, clarifying the interaction relationships and functional positioning of each element. Following the basic principles of “unified standards and universal benefits; goal orientation and scenario-driven; overall planning and intensive reuse of existing resources; open-source openness and iterative evolution,” an implementation framework for the digital foundation construction was designed. Furthermore, the evolution form of the expressway digital foundation from Version 1.0 to Version 3.0 was proposed, and the promotion path was clarified. The results show that the constructed “Cloud-Network-Map-Data -Intelligence” architecture system achieves the transformation of the digital foundation from concept to structure, and the evolutionary forms from Version 1.0 to Version 3.0 provide actionable implementation guidance for the phased construction of the expressway digital foundation. This research systematically defines the connotation and architecture of the expressway digital foundation, forming a verifiable and practical theoretical framework and implementation reference, which can provide technical support for the digital transformation and upgrading of expressway infrastructure.
  • HE Man-chao, HAN Zi-shuang, LI Zhi-yuan, TAO Zhi-gang, ZHANG Yu-fang
    China Journal of Highway and Transport. 2026, 39(5): 12-19. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.002
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    Against the backdrop of the rapid development of China's highway network, frequent geological disasters pose a serious threat to the safety and resilience of highway lifeline engineering. Traditional manual inspection and static evaluation methods are incapable of fine hazard identification on a large spatial scale and efficient processing of massive multi-source data, which can no longer meet current disaster prevention and control requirements. Accordingly, this paper proposes an integrated new prevention and control system for highway geological disasters, framed as “risk identification-targeted monitoring-accurate prediction”. By constructing a high-quality multi-source database integrating engineering design data and historical disaster records, the system adopts AI models for in-depth data learning and training, realizing geological hazard identification from linear regional screening to precise point-scale localization. On this basis, Newton force monitoring system are deployed at identified high-risk locations. Combined with accurate prediction results, active prevention and control measures including advanced early warning, pre-reinforcement and proactive regulation are implemented. The research results indicate that Newton force monitoring at high-risk sites identified by AI models enables real-time and high-precision mechanical perception of disaster evolution, and delivers effective advanced prediction. The intelligent prevention and control system established in this study promotes the intelligent transformation of highway geological disaster management from passive response to active prevention, and provides a systematic solution for improving the safety and resilience of highway lifeline infrastructure.
  • ZHENG Jian-long, LIANG Bo
    China Journal of Highway and Transport. 2026, 39(5): 20-36. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.003
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    Faced with the severe challenges of heavy-load traffic and extreme environments, the research and development of modified asphalt is undergoing a paradigm shift from macro-empirical trial-and-error to molecular-level precision customization. This paper reviews the evolutionary history, microscopic mechanisms, and frontier research of polymer-modified asphalt technology. Firstly, the application of modern separation and advanced characterization techniques in constructing chemistry-rheology cross-scale correlation model is discussed from the classic SARA four-fraction model, revealing the influence of microscopic components on macroscopic mechanical responses. Secondly, the generational evolution of modifier technology is systematically reviewed from early thermoplastic resins and thermoplastic elastomers to the eco-friendly and high-value utilization of waste rubber and plastic materials, emphasizing the pivotal role of micro-dose chemical compatibilizers in improving the compatibility of multiphase systems. Furthermore, based on thermodynamic compatibility theory and the evolution laws of microscopic phases, the physicochemical essence governing the storage stability of modified asphalt is deeply analyzed. Finally, the paper provides an outlook on frontier directions, including the construction of asphalt genetic databases based on the Materials Genome Initiative, the application of virtual laboratories through molecular dynamics simulations, and digital inverse design integrated with Physics-Informed Neural Networks (PINNs). The convergence of these emerging technologies is driving a fundamental transformation in the development of modified asphalt from traditional, inefficient empirical trial-and-error models toward a future of molecular-level precision tailoring and intelligent design.
  • WANG Shuang-jie, JIN Long, DONG Yuan-hong, CHEN Jian-bing
    China Journal of Highway and Transport. 2026, 39(5): 37-51. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.004
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    Permafrost, as a special geotechnical medium highly sensitive to temperature, poses severe challenges to the construction, operation, and maintenance of highway engineering due to its frost heave and thaw settlement behaviors. The extreme cold climate conditions on the Qinghai-Xizang Plateau in China further intensify these challenges. This study focuses on the research status and development course of highway engineering in the plateau permafrost regions of the Qinghai-Xizang Plateau in China. It systematically reviews the core challenges faced by plateau permafrost highways in terms of engineering theory, materials, structural design, construction, and operation and maintenance, and identifies key technical difficulties in each research direction. Based on this, the three-stage evolution of China's plateau permafrost highway engineering, characterized by passive heat blocking, active regulation, and energy balance, is summarized. The technological essence, development path, and practical effectiveness of each stage are analyzed in depth, clearly presenting the iterative upgrading process of the related technologies in China. Emphasis is placed on the construction practices and key technological breakthroughs of two landmark projects: the Qinghai-Xizang Highway and the Gonghe-Yushu Highway, which demonstrate China's profound expertise and notable international influence in permafrost highway engineering. Finally, considering the current research status, national strategic demands for major projects, and the background of a warming and humidifying climate on the plateau, the paper discusses future research directions and development trends in permafrost highway engineering. It aims to provide a reference for theoretical innovation, technological upgrading, and engineering practice in plateau permafrost highway engineering.
  • LIU Yong-jian, HU Wen-xu, ZHOU Xu-hong, LIU Jiang, JIANG Lei, LI Ruo-song
    China Journal of Highway and Transport. 2026, 39(5): 52-73. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.005
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    The closed-section structure composed of steel-concrete composite wallboard can be applied to structures with ultra-large cross-sections, and have high load-bearing efficiency and constructability efficiency. To deepen our understanding of composite wallboard and promote their engineering application, the mechanical characteristics of composite wallboard structures was first analyzed in this paper, and the basic structure and design concept of various composite wallboard were reviewed systematically. Subsequently, the various connection structure of composite wallboard was compared and the formation characteristics of structural was summarized. Furthermore, the mechanical performance of composite wallboard along with its main influencing factors and corresponding design theories were reviewed. Finally, a novel steel-ultra-high performance concrete (UHPC) composite wallboard. was proposed, and the current research status on steel-UHPC composite wallboard were introduced. The results showed that steel-concrete-steel composite structure, multi-cell concrete filled steel tube, and steel shell concrete all fall within the category of composite wallboard, yet their design concept and formation characteristics are different significantly. The connection structure of composite wallboard can be classified into “direct connections” and “indirect connections”. And the strongest connection performance and ensure sufficient stiffness of the steel structure during construction are provided by diaphragm as a type of “direct connection”, albeit with certain requirements on the structural thickness. For composite wallboard with ultra-large cross-sections, the hybrid connection structure with diaphragms and “indirect connections” structure was recommended. However, the force distribution mechanisms among different types of connection structure need be further studied. Based on the related experimental research, the advantage of composite wallboard in mechanical performance is demonstrated adequately, but the design theoretical system is still incomplete. The design detail of the connection structure is the critical factor affecting the mechanical performance of composite wallboard, but current design practices do not clearly distinguish the distinct roles of connection structure. Leveraging the superior compressive strength-to-weight ratio of Ultra-High Performance Concrete (UHPC), the Ultra-High Performance Concrete Filled Steel Tube (UCFT) panel has the lighter weight and higher strength compared to conventional steel plates. Research about steel-UHPC composite wallboard has just begun. And the future work should focus on the material property for dedicated UHPC and expand experimental studies that consider connection structure as a key parameter.
  • ZHANG Gang, DU Yan-liang, ZHAO Xiao-cui, LU Ze-lei, DING Yu-hang
    China Journal of Highway and Transport. 2026, 39(5): 74-93. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.006
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    To address the significant vulnerability exhibited by cable-supported bridges (including suspension bridges and cable-stayed bridges) under traffic-induced fire scenarios, and to promote the development of new theories and methodologies for fire prevention and control, as well as to enhance their overall capacity to withstand traffic-related fires, this paper provided a systematic review of the current state of research on the fire resistance of cable-supported bridges. Key scientific and technological challenges in bridge fire safety that urgently need to be addressed were also identified and summarized. Through literature review and accident sampling and data analysis, the causes of traffic fire incidents on cable-supported bridges and the damage characteristics of their key components were reviewed. The determination of fire scenarios, the analysis methods of temperature field and the main influencing parameters of cable-supported bridges were elucidated. The spatiotemporal heat transfer patterns of bridge components located in open-environment were analyzed. The damage characteristics and failure modes of cables, main girders, and towers under complex fire scenarios were investigated. Existing issues in enhancing the fire resistance of cable-supported bridges and in fire prevention and control were examined. Research findings indicate that the fire risk sources of cable-supported bridges mainly include accidents caused by vehicle collisions, spontaneous combustion and rollovers on the bridge deck, as well as accidents involving oil terminals and oil tankers. The evolution of fire scenarios and bridge disaster is influenced by multiple factors, such as the type of ignition source, fire spread patterns, fire scale, ignition location, wind field characteristics (wind direction, wind speed and wind regime), and the structural characteristics in the bridge. Key challenges in fire resistance analysis include calculating the temperature rise in the cross-section of large-diameter cable components, buckling failure of the main girder, stability of the bridge tower, and the dynamic failure mechanisms of the entire structure. Critical issues remain in constructing temperature field databases for fires, quantitatively controlling in comprehensive fire protection measures, and enhancing structural resilience for cable-supported bridges.
  • SHA Ai-min
    China Journal of Highway and Transport. 2026, 39(5): 94-110. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.007
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    China has achieved remarkable milestones in road construction, with the functional connotation of roads expanding beyond basic traffic passage to a multi-dimensional system. As a core component of transportation system, road infrastructure is driving the coordinated evolution of transportation systems toward greater efficiency, safety, and comfort through iterative advancements. This paper systematically reviews the development trends and pathways of road engineering technologies, with a focus on pavement engineering, from the perspectives of durability, green sustainability, intelligence, energy integration, and autonomous operation, while identifying future directions and challenges for each domain. For asphalt pavement durability and longevity, this paper summarizes key technologies spanning material performance enhancement, pavement structure optimization, maintenance level and safety resilience improvement. Based on green development principles, this paper analyzes technological advancements in eco-friendly pavements, including permeable pavements for stormwater management, low-noise pavements for acoustic comfort, de-icing/anti-snow pavements for winter safety, low-heat-absorption pavements for urban heat island mitigation, low-carbon pavements and waste-recycled pavements. Regarding intelligent road engineering, this paper clarifies development pathways based on four core features of self-sensing, self-regulation, self-repair, and self-power supply. For energy integration, this paper examines progress in harvesting regional renewable energy and constructing self-sustaining energy systems to support roadside infrastructure and electric vehicle charging. Finally, this paper outlines pathways for autonomous road traffic operation, including multi-stakeholder collaborative governance, full-element digital twin modeling, and traffic flow autonomous optimization. The holistic advancement of road engineering relies not only on innovations in traditional pavement technologies but also on the development and breakthroughs of various cutting-edge technologies. In the era of deep integration of transportation facilities, information systems, and energy networks, this paper synthesizes core theories of each technological domain, analyzes current technical bottlenecks, and provides theoretical references and directional guidance for future road engineering research and practice.
  • LIU Zhao-hui, LI Li, LIU Li, LIU Xin, WU Ke-wei, LI Wen-bo, SHENG Jia-hao, PAN Hou-xuan, XIAO Yao
    China Journal of Highway and Transport. 2026, 39(5): 111-129. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.008
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    To promote the intelligent development of road infrastructure and improve the self-sensing capability of pavement structures and the monitoring level of their in-service performance, this study systematically reviews the research progress and prospects of embedded sensing systems for the in-service performance of pavement structures, and clarifies the suitability of these technological systems for pavement scenarios and their application pathways. First, based on the composite classification logic of “core monitoring function and unit morphological characteristics”, the embedded sensing units are classified into five categories: strain-type, stress-type, displacement-type, weighing-type, and smart aggregate-type. The functional boundaries of different technical systems are clarified, and the sensing mechanisms, technical characteristics and applicable scenarios of various units are expounded. Subsequently, the comprehensive application scenarios of the sensing units are described, the existing problems in engineering applications are summarized, and the future development and application prospects are discussed. The research results show that strain-type, stress-type and displacement-type units can accurately capture the core mechanical responses in two types of pavement structures; weighing-type units can achieve real-time acquisition of comprehensive traffic load parameters; smart aggregate-type units can enable early identification of hidden damage and long-term performance tracking of pavement structures. Combined with engineering practice, three major bottlenecks faced by the current technology are further summarized: insufficient material compatibility, imperfect installation processes, and a lagging level of intelligence. Finally, in response to the development requirements of intelligent transportation and vehicle-road collaboration, the future research directions and engineering application prospects of pavement embedded sensing technology are discussed from three dimensions: the development of collaborative and compatible sensing materials, the optimization of sensing unit structure and integration processes, and the construction of an intelligent closed-loop system of “sensing-fusion-decision-making”. This study can provide theoretical reference and technical support for the practical and standardized development of the technology, as well as for the intelligent operation and maintenance of pavements.
  • CHEN Ai-rong, MIAO Kun-ting, PAN Zi-chao, FANG Xu-rui, ZHANG Jia-jun, MA Ru-jin
    China Journal of Highway and Transport. 2026, 39(5): 130-157. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.009
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    As the most widely used structural material in bridge engineering, the macroscopic mechanical and durability properties of concrete are fundamentally governed by the geometric distribution, material properties, and interactions of meso-scale constituents. Meso-scale research, by explicitly representing the heterogeneous features of aggregates, cement paste, and interfacial transition zone (ITZ), can reveal damage initiation locations and crack propagation paths that are difficult to capture by macroscopic homogeneous models. This paper systematically reviews the latest advances in meso-scale research on performance evolution of bridge concrete structures. Firstly, the meso-structural characteristics and characterization techniques of concrete are elaborated, including imaging methods such as optical microscopy, scanning electron microscopy (SEM), and X-ray computed tomography (X-CT), as well as nanoindentation mechanical testing. The meso-scale geometric model generation methods based on Monte Carlo random packing, Voronoi tessellation, and CT scan reconstruction are introduced, along with the applications of convolutional neural networks in intelligent identification of meso-constituents and generative adversarial networks in efficient 3D structure reconstruction. Secondly, the computational theories for meso-scale numerical simulation are summarized, including rigid body spring model, lattice model, peridynamics, and phase-field method; the applications of data-driven surrogate models and physics-informed neural networks (PINN) in accelerating meso-scale simulations are also introduced, with a comparative analysis of the applicable ranges, advantages, and limitations of each method. Thirdly, the meso-scale research on performance evolution of bridge concrete structures is discussed from two perspectives: extreme loadings and environmental actions, along with performance evolution characteristics under multi-hazard coupling effects. Finally, the prospects of digital twin technology in life-cycle intelligent operation and maintenance of bridges are discussed. The study demonstrates that meso-scale methods can effectively reveal the physical essence of concrete performance evolution and multi-field coupling effects, providing a theoretical basis for disaster-resistant design and life-cycle management of bridge structures.
  • RAN Bin, ZHENG Yuan, RUI Yi-kang, LI Lin-heng, QU Xu, GAO Bo-lin, ZHONG Wei, HU Jin-ling, ZHAO Li, SHI Yan
    China Journal of Highway and Transport. 2026, 39(5): 158-189. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.010
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    The Vehicle-road-cloud Integrated System (VRCIS), as a key technological pathway for supporting large-scale deployment of high-level autonomous driving and the transformation and upgrading of intelligent transportation systems. Current research predominantly focuses on breakthroughs in individual technologies, validation in localized scenarios, or engineering demonstration applications, lacking a systematic review of the VRCIS technological framework, evolutionary trajectory, and application practices from the perspective of artificial intelligence (AI) empowerment. From the standpoint of AI empowerment and grounded in the paradigm shift from data-driven to generative intelligence, this paper systematically elaborates on the overall architecture, key technologies, and application practices of VRCIS. First, it identifies the core components of VRCIS and further elucidates its intelligent evolution mechanisms and key development stages. Second, it analyzes the technical paradigm evolution of VRCIS across two stages: VRCIS-1.0 (data-driven stage), which leverages methods such as multi-source data fusion and deep learning to overcome the limitations of single-vehicle perception and coordination mechanisms, exploring the evolutionary paths and breakthrough directions of key technologies including collaborative perception, collaborative decision-making and planning, collaborative control, and communication at different levels; and VRCIS-2.0 (generative intelligence stage), which employs generative large models to achieve generative collaborative reasoning, modeling, and handling of long-tail problems in complex environments. Finally, it summarizes application practices of VRCIS across multiple scenarios such as ports, Robotaxi, logistics shuttles, and mines, and reviews the progress in establishing VRCIS standards and evaluation systems. This paper provides theoretical support and reference for the formulation of technical routes, establishment of standards and specifications, and engineering implementation of VRCIS.
  • WU Chao-zhong, LUO Peng, SUN Jian, CHEN Zhi-jun, MIAO Jin-yu, TIAN Ye, XIONG Sheng-guang
    China Journal of Highway and Transport. 2026, 39(5): 190-217. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.011
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    Vehicle autonomous driving technology has entered a period of rapid development over the past decade: single-vehicle autonomous driving technology has become increasingly mature; vehicle group cooperative control technology is moving towards engineering applications; testing and verification system for vehicle autonomous driving has been gradually improved.Based on the analysis of research papers on vehicle autonomous driving retrieved from the Web of Science Core Collection over the past 15 years, this paper presents an in-depth review of the development progress, current research status, and unresolved technical challenges in single-vehicle autonomous driving, multi-vehicle cooperation and group decision-making control, as well as autonomous driving testing and verification technologies. In terms of technical applications, this study explores the latest technological progress across diverse scenarios, including enclosed scenarios, semi-open roads, and open road environments.Looking ahead, the research on single-vehicle autonomous driving will primarily focus on construction of 4D world representations via multi-modal fusion, architectural optimization of lightweight large-scale models, a general cognitive framework for autonomous driving integrating physical common sense and causal reasoning, autonomous driving world models guided by dynamic constraints and physical mechanisms. The research on multi-vehicle cooperation and group decision-making control mainly focuses on task-oriented autonomous cluster scheduling and collaborative decision-making, data-driven multi-vehicle dynamics modeling and high-dimensional state control, full-scenario virtual validation for multi-vehicle collaborative transportation systems. Furthermore, the development trends of vehicle autonomous driving testing and verification are shifting toward the testing paradigm is shifting from coverage-driven to risk-driven, scenario engineering is evolving toward generative and intelligent upgrading, testing and verification are transforming from tool-driven to intelligence-driven, safety verification is advancing toward explainability and supervisability. This review aims to provide systematic references and practical guidelines for academia and industry to comprehensively grasp the development progress, research status, and future trends of autonomous driving technology.
  • CHEN Jun, LI Da-wei, CAO Xiao-hua, PENG Yong, JIA Hong-fei, WANG Yan, HE Chong-qi
    China Journal of Highway and Transport. 2026, 39(5): 218-235. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.012
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    With the continuous development of next-generation information and communication technologies, artificial intelligence, autonomous driving, and vehicle-road-cloud collaboration, transportation systems are rapidly evolving from informatization and intelligence toward autonomy. In this process, perception is no longer confined to information acquisition within the local environment of a single vehicle, but is gradually becoming a fundamental capability for supporting the safe operation, collaborative organization, and closed-loop regulation of autonomous transportation systems. Although substantial progress has been made in in-cabin monitoring, external environment perception, vehicle-road collaboration, cloud-edge collaboration, and cognitive interaction, existing studies still mainly focus on single objects, single spatial scopes, or local technical chains, and there remains a lack of unified and systematic reviews from the perspective of the overall operation process of autonomous transportation systems. Therefore, a systematic review of holographic perception for autonomous transportation systems was presented from the perspectives of demand characteristics, conceptual connotation, hierarchical architecture, key technologies, and development trends. First, the expansion characteristics of perception objects, perception space, information modalities, and supporting conditions under autonomous operation were analyzed, and the basic connotation of holographic perception, together with its relationship with traditional single-vehicle perception and cooperative perception, was clarified. Then, a holographic perception architecture consisting of the in-cabin perception layer, external perception layer, roadside cooperative perception layer, cloud-edge collaboration layer, and cognitive interaction and feedback layer was constructed. Furthermore, the research progress of key technologies, including in-cabin state perception, visible-range external perception, roadside cooperative perception, cloud-edge collaboration, and multi-source cognitive interaction and feedback, was systematically reviewed. The results show that perception technologies for autonomous transportation systems are shifting from local single-vehicle environmental perception to multi-level cooperative perception for the overall operational state of “human-vehicle-road-cloud” systems. In-cabin perception, visible-range external perception, roadside cooperative perception, cloud-edge collaboration, and cognitive interaction and feedback play key roles in human-state understanding, local environment modeling, beyond-line-of-sight information supplementation, cross-node data and computing support, and structured cognitive output, respectively, and jointly constitute a holographic perception system for operational state acquisition and environmental understanding in autonomous transportation systems. Finally, the major challenges of holographic perception in cross-domain fusion, spatiotemporal alignment, cooperative robustness, real-time communication, trustworthiness and security, and unified high-level semantic representation were summarized, and its future development toward multi-level collaboration, global state understanding, and integrated perception-cognition-feedback closed-loop systems was discussed. This review can provide a reference for the framework construction, key technology development, and system integration of holographic perception for operational and environmental state awareness in autonomous transportation systems.
  • WANG Xing-ju, GAO Lu, GUO Meng, FAN Wei, WANG Qiu-ling, MA Xiao-lei, SUN Jian, LIU Kai, XU Zhi-gang, LI Jun, LIU Zhuang-zhuang, WANG Hua, ZHOU Shao-rui, KANG Xue-jian
    China Journal of Highway and Transport. 2026, 39(5): 236-255. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.013
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    Driven by globalization, urbanization, and the “dual carbon” goals, the transportation industry is facing systemic transformation, with multidisciplinary integration emerging as a core path to overcome the limitations of traditional single disciplines. Based on a comprehensive examination of representative domestic and international literature, policy documents and industry reports, and relevant academic practices from the Interdisciplinary Division of the World Transport Congress, this paper adopts a narrative review approach to systematically trace the interdisciplinary evolution of China's transportation engineering with the following fields: applied economics, data science and information science, urban and rural planning and sociology, environmental engineering, atmospheric science, control science and engineering, energy engineering and electrical engineering, systems science and artificial intelligence, and aerospace science. It also summarizes key achievements in technology integration, institutional innovation, and scenario application across these fields. The research indicates that multidisciplinary integration in transportation has exhibited core characteristics of intelligence, greenification, and cross-domain collaboration, with technologies such as digital twins, artificial intelligence, and integrated vehicle-road-cloud systems serving as key supports. By summarizing technological bottlenecks and development demands in various fields, this paper explores future directions in cross-domain coupling, precise governance, and institutional adaptation. It provides theoretical references for the intelligence and sustainable development of transportation systems, as well as forward-looking guidance for academia, industry practice, and policy formulation.
  • QU Xin, JIA Zhi-jian, YUN Wen-yang, WANG Hai-nian
    China Journal of Highway and Transport. 2026, 39(5): 256-273. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.014
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    With the rapid development of China's highway network, many asphalt pavements have entered a peak maintenance period, calling for recycling technologies for reclaimed asphalt pavement (RAP) to achieve resource circulation and low-carbon development. However, differences in RAP sources and rejuvenator types pose significant challenges to the performance stability of recycled mixtures. This paper provides a systematic review of recycling technologies for multi-source RAP, focusing on the mechanisms of rejuvenators, the effects of RAP variability on recycling performance, and pathways toward high-quality regeneration. The study shows that rejuvenators restore aged asphalt primarily by supplementing light components or enhancing compatibility. Rejuvenator types-including organic, chemical, and bio-based rejuvenators-have a pronounced influence on the performance of recycled asphalt binders and mixtures. Bio-based rejuvenators, such as vegetable oils, offer notable environmental advantages and can effectively improve low-temperature and fatigue performance, but their high-temperature performance and long-term stability still need improvement. Chemical rejuvenators, such as polymer modifiers, can significantly enhance rheological properties and high-temperature stability, but their relatively high cost limits large-scale application. RAP variability in gradation, asphalt content, and aging degree is a key factor affecting recycling consistency and should be managed through refined pretreatment (e.g., crushing, screening, surface modification) and dynamic control strategies based on real-time material characteristics. Although substantial progress has been made in RAP recycling technologies, the complexity of multi-source RAP still requires further investigation. Future research should focus on developing efficient and eco-friendly rejuvenators, optimizing and standardizing pretreatment processes, and establishing dynamic control models tailored to multi-source RAP, so as to achieve efficient, stable, and high-quality recycling of RAP.
  • Research Paper
  • WANG Fu-ming, SUN Jia-yang, GUO Cheng-chao, PENG Ke, SHI Kun-ming, CHENG Jie, TONG Ming
    China Journal of Highway and Transport. 2026, 39(5): 274-286. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.015
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    Earthquakes and related geological hazards can induce cracking, spalling, or partial collapse of tunnel linings, thereby causing traffic interruptions, substantial repair costs, and significant socioeconomic losses. Enhancing the disaster resistance and resilience of tunnels during design, construction, and reinforcement remains a pressing challenge. This study focuses on seismic mitigation and isolation for tunnels in fractured rock masses and proposes a resilient support system integrating a reinforced surrounding rock zone and a buffer layer. The collaborative mechanism of seismic mitigation within this resilient support system is investigated. Dynamic triaxial and resonant column tests were conducted to characterize the dynamic behavior of the buffer layer and the reinforced surrounding rock zone. Shaking table tests were then performed to verify the seismic mitigation performance of the proposed system, with explicit comparison to traditional support systems. Finally, numerical simulations were used to validate the experimental results, and a parameter optimization study was carried out for a subsea tunnel crossing a faulted and fractured zone. Reasonable design parameters were identified: a 3 m extent for the reinforced surrounding rock zone and a 10 cm buffer layer thickness. The results show that both the strength and yield strength of the buffer layer increase with strain rate, while its equivalent damping ratio decreases with increasing confining pressure. The reinforced fractured rock mass exhibits a maximum dynamic shear modulus of 1 180 MPa and a damping ratio up to 11.5%. Compared with unreinforced fractured rock, the dynamic shear modulus increases by up to 3.62 times, and the damping ratio increases by approximately 1-4 times. Shaking table tests and numerical simulations indicate that traditional support structures experience the most severe seismic damage near fault interfaces, whereas the resilient support system exhibits uniform deformation with no cracking or damage on either the inner or outer surfaces. The peak acceleration is reduced by 18%-30%, demonstrating that the proposed resilient support system significantly mitigates structural damage to tunnels.
  • CHEN Xiang-sheng, CHEN Han-qing, CHEN Xi, YAO Zhan-hu, WEI Dai-wei, XIONG Hao, WU Wang, SU Dong
    China Journal of Highway and Transport. 2026, 39(5): 287-299. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.016
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    The underground docking construction of shield tunnels in water-rich silty fine sand strata involves many potential risks and is very difficult, with no successful cases worldwide. To address the technical difficulties of shield tunnel docking in water-rich silty fine sand strata, research was conducted on the freezing reinforcement technology for underground shield docking. Firstly, to prevent water gushing and sand blasting caused by openings in the shield shell in water-rich silty fine sand strata, a construction process of “sealing-opening-coring-drilling” for freezing pipes was proposed. Second, pre-grouting using freezing pipes not only enhances the bonding force between soil particles and reduces the permeability of the formation around the shield, but also avoids the problems of stuck drills, drill bit jamming, and drill bit loss caused by repeated insertion and removal of drill rods during retreating grouting. Then, the use of three rows of asymmetrically arranged freezing pipes, combined with asynchronous freezing mode, significantly improves the strength and impermeability of the frozen wall while strongly suppressing frost heave deformation. Field monitoring revealed that the average temperature of the frozen wall during the active freezing period was -17.47 ℃, the thickness was 4.62 m, and the maximum frost heave deformation was 8.87mm. All major parameters were superior to the design values for the frozen wall: -13.0 ℃, 3.9 m, and 100.0 mm. Furthermore, the frozen wall remained stable without water seepage during the tunnel boring machine dismantling process. The monitoring results indicate that the aforementioned grouting-freezing composite reinforcement technology not only formed a continuous, stable, and sealed frozen curtain, effectively bearing the ground pressure and achieving complete water stoppage, but also effectively controlled frost heave. In summary, the results of this study provide important theoretical guidance and technical support for the safe docking of shield tunnels in water-rich silty sand strata or high water pressure and strong permeability strata.
  • ZHU He-hua, LIU Tao, SHEN Yi, XI Ming-xing, FENG Shou-zhong
    China Journal of Highway and Transport. 2026, 39(5): 300-312. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.017
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    Tunnel construction phase carbon emissions represent a critical aspect for achieving the dual-carbon goals, yet their early-stage quantification and assessment remain challenging. To predict the carbon emissions throughout the drill-and-blast tunnel construction process, this paper proposes a prediction method integrating multiple characteristic parameters and analyzes the driving mechanisms. Firstly, based on life cycle assessment and the emission factor method, carbon emissions from the material production, transportation, and on-site construction stages were quantified, establishing a carbon emission sample database for drill-and-blast tunnels. Subsequently, considering the varying information completeness across the feasibility design, preliminary design, and detailed design stages, three prediction scenarios with different feature combinations were constructed. Feature selection was performed using Spearman correlation analysis and Variance Inflation Factor (VIF) tests. Fifteen prediction models were then developed employing five machine learning algorithms from three categories under the different feature combinations. The results indicate that prediction accuracy significantly improves with richer feature information and enhanced nonlinear modeling capability of the algorithms. Using only tunnel length and depth as inputs during the planning stage, the optimal model, Random Forest (RF), achieved an R2 of merely 0.680 4 on the test set. Upon introducing surrounding rock grade and excavation area, the XGBoost model demonstrated the best performance, with the test set R2 increasing to 0.995 8, while RMSE and MAE decreased to 0.541 5 and 0.408 6, respectively. Further addition of tunnel features during the detailed design stage provided limited improvement in model accuracy. SHAP analysis reveals that excavation area is the most significant driver influencing carbon emissions. Furthermore, the SHAP interaction value between surrounding rock grade and excavation area reaches 0.61, indicating a notable synergistic effect in increasing emissions. This study verifies the feasibility of achieving high-accuracy carbon emission prediction during the preliminary design stage of tunnels based on key design parameters, providing a scientific basis for the accurate estimation of construction-phase carbon emissions.
  • HE Chuan, LIANG Xiao-ming, FENG Kun, WANG Chen-lin, ZHANG Jing-xuan, DOU He-chao, CAO Lin-wei
    China Journal of Highway and Transport. 2026, 39(5): 313-326. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.018
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    To investigate the instability of cement-based grout caused by the bleeding process under self-weight and the dilution in water-rich environments, a testing method for evaluating the stability of cement-based grout in both non-underwater and underwater conditions was established. The time-dependent stability and macroscopic process of grout were measured and analyzed. To facilitate prediction of these stability trends, the performance of different models was compared and selection criteria was provided. A stability index for underwater grout based on the cementitious material loss ratio was formulated and its rationality was validated. Results show that grout bleeds and contracts in non-underwater conditions, whereas it segregates, stratifies and swells in underwater conditions. The bentonite-water ratio and water-binder ratio are the dominant factor affecting bleeding rate and setting time. Increasing the bentonite-water ratio or decreasing the water-binder ratio effectively enhances grout stability and shortens the setting time. Water-rich conditions heighten the sensitivity of the bleeding rate to ratios, yet have negligible impact on setting time. The optimal grout ratio for the shortest stabilization time is as follows: water-binder ratio 0.65, binder-sand ratio 0.65, bentonite-water ratio 0.25 and cement-fly ash ratio 0.60. The Logistic, Pearl, Ridenour and self-defined models can all predict stability trends, with the self-defined model yielding the best accuracy. When the cementitious material loss ratio is below 0.3, grout is considered stable underwater, requiring a water-binder ratio below 0.90 and a bentonite-water ratio above 0.16.
  • FENG Zhou-quan, SHI Shuang-fa, ZHANG Ji-ren, HUA Xu-gang, WANG Wen-xi, CHEN Zheng-qing
    China Journal of Highway and Transport. 2026, 39(5): 327-344. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.019
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    Damping is a primary mechanism for energy dissipation and vibration mitigation in structures, and accurate identification of the damping ratio is essential for reliable structural performance assessment and effective vibration mitigation design. This paper proposes a novel frequency-domain method for structural damping ratio identification-the Power Spectrum Decrement Method (PSDM)-which utilizes the high signal-to-noise ratio (SNR) advantage of free vibration responses. First, the theoretical formula for damping ratio calculation based on the amplitude of the power spectrum of response signals is derived, applicable to both single-mode and multi-mode structures. Second, the accuracy and robustness of PSDM under varying damping ratios and noise levels are validated through three numerical examples. Subsequently, free vibration tests are conducted on a scaled model of a stay cable and a six-story shear frame model to identify their damping ratios using PSDM, with comparisons to results from other published literature. Finally, PSDM is applied to identify the damping ratios of the first nine modes of a long-span steel-concrete composite girder cable-stayed bridge. The results indicate that for single-degree-of-freedom (SDOF) structures, the identification errors of PSDM are within 8%; for multi-degree-of-freedom (MDOF) structures, the maximum identification error of PSDM is only 5.64%, consistently outperforming two other methods (logarithmic decrement and FFT-based decrement methods) under most conditions, thereby demonstrating superior noise resistance and accuracy. Furthermore, PSDM exhibits excellent identification accuracy and efficiency for both cable and frame structures, confirming its applicability to various types of engineering structures and measurement signals. Field bridge tests further validate that PSDM can fully exploit short-duration free decay signals to accurately capture the damping ratios of multiple modes, with identified results ranging from 0.03% to 1.00%. The observed variability may be attributed to differences in the SNR across sensor channels. Considering the various factors affecting damping ratio identification, the results align well with general trends reported in existing studies.
  • WEN Jia-nian, SHI Yun-shan, HAN Qiang, SONG Jian, DU Xiu-li
    China Journal of Highway and Transport. 2026, 39(5): 345-357. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.020
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    Seismic control performance of traditional energy dissipation devices in semi-floating system cable-stayed bridges under earthquake excitation is often limited. This paper proposes a seismic response control strategy for semi-floating system cable-stayed bridges based on a tuned inerter damper (TID). Firstly, a simplified dynamic analysis model of a cable-stayed bridge with a TID installed between the abutment and the girder end is established, and a parameter optimization method for the TID is proposed for this model. Secondly, a dynamic analysis model of the cable-stayed bridge equipped with the TID is developed. The effectiveness of the TID in seismic control is verified through nonlinear time history analysis, and the robustness of the control effect is evaluated. The results show that after installing the TID, the girder displacement, pylon deformation, pylon bending moment, and cable forces of the cable-stayed bridge under seismic action are significantly reduced compared to those of the original bridge. Specifically, when the inertance ratio is 0.1, the girder displacements in hard and soft soil sites are reduced by 30% and 21%, respectively, compared to the original bridge. Moreover, the control efficiency improves significantly as the inertance ratio increases. When the variation rate of the frequency ratio and damping ratio reaches 50%, the change in the root mean square of displacement does not exceed 35%, and the robustness of the control effect enhances with an increase in the TID inertance ratio. This study provides an effective seismic control strategy and an optimized design method for the seismic design of cable-stayed bridges in high-intensity seismic regions.
  • CHEN Jian-xun, GUO Hui-jie, CHEN Li-jun, LUO Yan-bin, ZHANG Li-xin, LIU Wei-wei
    China Journal of Highway and Transport. 2026, 39(5): 358-371. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.021
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    Based on the Lianchengshan Tunnel of the Baoji-Hanzhong Expressway in Shaanxi Province, the indoor physical model test system was established. The modular primary support model was designed and fabricated by utilizing 3D printing technology. Through the model tests, the evolution processes of surrounding rock stress and displacement during the construction of the soft rock tunnel using the three-bench core-soil retention method were simulated and reproduced. The compaction characteristics of the surrounding rock behind the support of the soft rock tunnel were investigated, and the model test results were verified via numerical simulation. Moreover, the distribution range of the compaction zone of surrounding rock was comprehensively analyzed. The results show that tunnel excavation induces rapid relaxation and deformation of the surrounding rock, leading to a sharp decrease in surrounding rock radial stress. The tangential stress first increases and then decreases, with the stress peak gradually migrating from the shallow surrounding rock to the deep surrounding rock. After the installation of the support, a significant recovery of radial and tangential stresses is observed in the surrounding rock within a certain range around the tunnel, and the stress recovery degree is more pronounced closer to the tunnel. The support effectively inhibits the reduction of radial stress of the surrounding rock, significantly increases the peak tangential stress of the surrounding rock, and prevents its migration toward the deeper surrounding rock. While restraining the relaxation and deformation of the surrounding rock, the primary support also significantly reduces the displacement difference between adjacent measuring points in the shallow surrounding rock of the tunnel crown, exhibiting an obvious compaction effect. Furthermore, the greater the support stiffness, the more remarkable compaction effect of the surrounding rock. The originally relaxed surrounding rock before support is “reconstructed” and “compacted” under extrusion, thus gaining load-bearing capacity. According to the distribution characteristics of surrounding rock stress, displacement and volumetric strain, the compacted surrounding rock behind the support of the Lianchengshan Tunnel is roughly distributed within a radial range of 5 m, and the compaction effect becomes more significant closer to the support structure. The research results can provide a theoretical basis for the large deformation control concept of “fully utilizing the load-bearing characteristics of compacted surrounding rock to realize joint bearing with the support structure” in soft rock tunnels.
  • LUO Rong, YANG Tian-hong, ZHANG Ze-yu, JIAN Chuan, HUANG Ting-ting
    China Journal of Highway and Transport. 2026, 39(5): 372-386. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.022
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    Subsurface voids reduce structural support in roads and can lead to pavement collapse. Ground Penetrating Radar (GPR) is one of the most effective techniques for detecting underground targets. However, GPR images of voids are complex and hard to recognize because electromagnetic waves undergo reflection, transmission, diffraction, scattering, and multiple-wave interference inside the void, while the geometry of voids varies widely-some have rough, steep surfaces; others are smooth and rounded, with differing sizes. In addition, the GPR signatures of voids closely resemble those of delamination, debonding, water-rich zones, and loosening, making void identification even more challenging. Traditional interpretation relies heavily on human expertise and lacks well-defined diagnostic criteria. To improve void interpretation from GPR images, this study details the electromagnetic wave propagation paths, time-distance curves, and characteristic responses of road voids, providing a logical framework for accurate discrimination. First, voids were decomposed into basic geometric elements such as isolated points and horizontal, inclined, and vertical linear segments. Wave propagation paths and time-distance curve equations for these elements were derived, and multiple-wave responses were analyzed to identify key diagnostic features. Second, by comparing numerical simulations with field GPR profiles, five typical void features were summarized based on these elemental features: hyperbolic diffraction patterns; continuous, smooth horizontal coherent reflection events; intersecting hyperbolas from an undulating top interface; two crossing hyperbolas from a steep bottom or inward-sloping walls; and opposite reflection polarities between the top and bottom boundaries. Finally, the frequency spectra of the corresponding responses were computed using the real Fast Fourier Transform (rFFT), and the frequency characteristics of the “background” areas and the “void” areas were compared. The results showed that the total variation, the root mean square of the first difference, and the spectral roughness of the frequency-amplitude curve in the void areas were all stronger than those in the background, thus providing a basis for quantitative identification. Therefore, using the five typical response features and the frequency features as diagnostic criteria, the step-by-step progressive analysis method enables accurate identification of voids and other subsurface targets.
  • YAO En-jian, WANG Yue, HAO He, YANG Yang, HUAN Ning
    China Journal of Highway and Transport. 2026, 39(5): 387-399. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.023
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    To optimize the network layout of integrated transportation systems in urban agglomerations and effectively promote the integrated development of multimodal transportation, it is necessary to understand how integrated transportation accessibility influences intercity travel demand and how this influence varies across different conditions. First, a multi-level integrated passenger transportation network model covering the entire urban agglomeration is constructed, and an improved Dijkstra algorithm based on a hierarchical search strategy is proposed to identify multimodal optimal paths consistent with travel decisions at the urban-agglomeration scale. Second, a Nested Logit utility-based accessibility model is developed, in which a province-level nested structure captures the effect of administrative boundaries on destination substitutability; socioeconomic attributes and network connectivity variables are introduced, and large-scale location-based service (LBS) data are used to estimate integrated transportation accessibility. Third, after the baseline effect of accessibility on travel demand is verified through a fixed-effects model, a Spatial Durbin Model is applied to systematically analyze the spatial spillover effects of integrated transportation accessibility on intercity travel demand. Finally, taking the Beijing-Tianjin-Hebei urban agglomeration as a case study, the impact of accessibility on intercity travel demand is examined, and the elasticity coefficients of intercity travel demand with respect to activity opportunities and travel impedance are calculated. The main findings are as follows. Destinations within the same province show correlated substitution relationships, and the economic scale and functional land use of a destination exert a positive attraction on intercity travelers; destination utility is higher when the integrated transportation network offers more alternative modes, fewer transfers, and a greater rail advantage. Accessibility has a significant positive effect on intercity travel demand and exhibits a clear spatial differentiation mechanism: the direct effect decreases monotonically as the spatial threshold expands, whereas the indirect effect increases steadily within the 60-150 minute range and peaks at 120-150 minutes. Intercity travel demand is markedly more sensitive to travel impedance than to activity opportunities, indicating that improving transportation convenience plays a key role in breaking administrative boundaries and reshaping regional functional connection patterns.
  • GAN Li-jun, ZHOU Yin, XIANG Zheng-song, ZHU Jin-yu, ZHOU Jian-ting
    China Journal of Highway and Transport. 2026, 39(5): 400-412. https://doi.org/10.19721/j.cnki.1001-7372.2026.05.024
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    To enhance the arch-forming alignment accuracy and installation adjustment efficiency of long-span steel tubular arch bridges, an active control method for alignment deviation based on digital pre-assembly is proposed. This method encompasses two primary components, that is, 3D laser scanning-based detection of unstressed alignment deviations for arch ribs and the optimal adjustment of deviations. Firstly, assembly points of the segment scanning point clouds were extracted via an improved maximum angle method, followed by digital pre-assembly among the segment point clouds using extended orthogonal Procrustes analysis. Subsequently, the pre-assembled scanning point clouds were registered with the Building Information Modeling (BIM) point clouds. Efficient and precise unstressed deviation detection was achieved by acquiring the alignment discrepancies between the scanning and BIM point clouds through main chord tube slice analysis and the Random Sample Consensus algorithm. For instances where unstressed alignment deviations exceeded permissible limits, a mapping relationship between the adjustment plates and the unstressed arch rib alignment was established. Subsequently, a multi-objective optimization model was constructed. It aimed to minimize both the placement positions and the total thickness of the adjustment plates. This model was solved via an improved Multi-objective Flow Direction Algorithm, which obtained the optimal adjustment scheme. Finally, practical validation of the proposed method was conducted on the Minjiang Second Bridge with a main span of 446 m. The results show that the proposed detection method for unstressed alignment deviation can obtain millimeter-level accuracy deviations of the main chord tubes of arch rib segments with full coverage. The efficiency of deviation detection is improved by 30% compared with the traditional total station detection method. After applying the proposed optimal adjustment method for unstressed alignment deviation, the adjustment time for alignment deviation is shortened from the original 2-3 days to less than 12 hours. The number of adjustments is reduced from 3-10 times to a one-time positioning, and all alignment deviations meet the requirements of the code limits. The proposed active control method for alignment deviation of steel tubular arch bridges based on digital pre-assembly can be extended to steel structure bridges with surface contact connections, such as flanges between segments.