28 February 2026, Volume 39 Issue 2
    

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    Pavement Engineering
  • LIU Zhuang-zhuang, JI Peng-yu, TIAN Zhen, LI Yi-zheng, SHA Ai-min
    China Journal of Highway and Transport. 2026, 39(2): 4-11. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.001
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    Snow and ice on the road in winter will seriously affect traffic safety and transportation efficiency. It is of great significance to clarify the low-temperature freezing behavior of droplets on the surface of pavement materials for the snow and ice control on pavements. Based on a low-temperature adhesion observation system, this study investigated the influence of ambient temperatures, droplet volumes, and substrate surface conditions on the freezing behavior of adhered liquid (H2O) on cement concrete surfaces. The result indicated that on the cement concrete surface, the freezing of droplets is mainly controlled by heat conduction, and the freezing process consists of super-cooling stage, phase change stage, papillation stage, and completion stage, based on imageology. During the freezing process, the freezing surface in droplets gradually moves upward from the heat conduction interface, while the volume expands with the frozen undergoing, then finally releases in the form of papillations. According to experiments, as the ambient temperature decreases, between 0 ℃ and -4 ℃, the droplets continue to remain in supercooled state without freezing; when the ambient temperature is lower than -4 ℃, the droplets gradually freeze, and the freezing completion time shortens as the ambient temperature decreases. For the original pavement surface, when the ambient temperature is -15 ℃, the freezing completion time is 39.95% less than that at -8 ℃ and only 6.34% less than that at -12 ℃. The increase of liquid volume affects the heat transfer efficiency of the droplets and prolongs the final freezing time. The freezing completion time of 0.5 mL droplet is 8.40% longer than that of 0.3 mL droplet, and the freezing completion time of 0.8 mL droplet is 44.37% longer than that of 0.5 mL droplet. To the initial surface under -12 ℃, affected by the contact area in heat conduction, the freezing time of the droplet is negatively correlated with the surface roughness. The greater the height variance of the concrete surface micro-structure, the faster the droplet freezing process is and the shorter the freezing completion time is. Compared with the normal concrete surface, the freezing completion time of the sandpaper polished surface is extended by 14.13%-16.90%. For pavement surfaces in cold regions, it is appropriate to achieve a balanced design of surface texture depth considering anti-skid and freezing resistance.
  • YANG Xiao-long, LI Lin-xian-zi, FENG Xiao-wei, PENG Chun-hong, MENG Yong-jun
    China Journal of Highway and Transport. 2026, 39(2): 12-26. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.002
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    To address the poor visual recognition of traditional reflective road markings, a water-based long afterglow self-luminous road marking paint was prepared using strontium aluminate [SrAl2O4∶Eu2+,Dy3+ (SAO)] as the phosphor, titanium dioxide and calcium carbonate as fillers, and dodecanol ester as a film-forming agent. The durability of the long-afterglow photoluminescent road marking coating was investigated through wear tests, water immersion tests, and ultraviolet aging tests, combined with infrared spectroscopy and scanning electron microscopy to reveal its microscopic degradation mechanisms. The results indicate that the main form of wear for long-afterglow photoluminescent road markings is the peeling of fillers, with titanium dioxide being more prone to wear and peeling than calcium carbonate. Immersion in water does not reduce the photoluminescent effect of the coating, but it slightly decreases the skid resistance of the road marking, with the immersion process being primarily a physical interaction without causing chemical changes. Ultraviolet radiation enhances both the initial brightness and afterglow duration of the coating, mainly because strontium aluminate can absorb part of the ultraviolet light, converting it into heat or activating its own luminescent properties, thus increasing the brightness and afterglow time of the coating. At lower ultraviolet irradiation energy, UV radiation can enhance adhesion, but as the irradiation energy increases, the adhesion decreases. Additionally, the silicone-acrylic emulsion has excellent film-forming properties, effectively isolating the coating from moisture and ultraviolet radiation damage; titanium dioxide enhances the reflectivity and UV resistance of the coating, improving its visibility and durability; and calcium carbonate improves the hardness and wear resistance of the coating. The synergistic effect between the materials significantly enhances the overall performance of the long-afterglow photoluminescent road marking coating.
  • Subgrade Engineering
  • ZHANG Jun, JIA Ya-fei, ZHENG Ye-wei, XIE Ming-xing, ZHENG Jun-jie, LIU Han-long
    China Journal of Highway and Transport. 2026, 39(2): 27-40. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.003
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    To address the challenge of recycling waste tires and to mitigate the problem of differential settlement in fill-cut roadbeds, this study proposed a composite reinforced roadbed system consisting of waste tire cells and geogrids. Through field experiments and theoretical analysis, the settlement evolution and stress distribution characteristics of this technology in fill-cut roadbeds were systematically investigated. Field tests were conducted along the Fenshi Expressway, where the settlement and stress responses of the roadbed were monitored during construction and post-construction stages. The results show that settlement mainly occurs during construction, while post-construction settlement is significantly reduced. Under applied loading, settlement develops more slowly and gradually stabilized. Compared with geogrid reinforced roadbeds, the composite reinforced sections exhibit markedly reduced settlement, and the stress peak was lower than that predicted by the Boussinesq elastic solution. This indicates that the circumferential confinement of waste tire cells and the tensile reinforcement of geogrids work synergistically to achieve lateral load diffusion and improve the uniformity of stress distribution. Furthermore, by treating waste tire cells and geogrids as compressive and tensile units, respectively, a settlement calculation method for the composite reinforced roadbed was established based on the two-parameter elastic foundation beam model. Validation against field measurements confirmed the reliability and applicability of the proposed method. Parametric analysis further revealed that the tensile modulus of tires has a limited effect on settlement, primarily providing lateral confinement; higher tensile stiffness of geogrids more effectively reduced settlement; and the influence of subgrade soil parameters is the most significant, with larger deformation modulus leading to smaller settlement, while higher Poisson's ratio enhances lateral diffusion and improve settlement uniformity.
  • LI Bing, ZHENG Ke-xi, ZHANG Rui-da, GONG Wei-ming, LU Cheng-ke, LI Hai-shan, MO Yun-fei
    China Journal of Highway and Transport. 2026, 39(2): 41-49. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.004
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    The drilling and construction of cast-in-place piles in karst areas generally requires filling the karst cave first. The utilization of fluidized soil to fill these caves establishes a novel material contact relationship between the pile and the surrounding soil. For vertically loaded cast-in-place piles, it is crucial to understand the shear characteristics of the pile-soil interface. To this end, the interfacial shear characteristics of fluidized soil and concrete were studied by large-scale direct shear test firstly, and then the vertical bearing characteristics of pile foundation in fluidized soil with different filling ranges were studied by indoor pile foundation model tests, the difference of pile side friction resistance was compared and analyzed, the minimum fluidized soil filling range to meet the pile side friction resistance was determined, and the influence of fluidized soil strength on the shear strength of fluidized soil-concrete interface and pile side friction resistance was analyzed. The results indicate the shear stress-displacement curves of the fluidized soil-concrete interface exhibit a distinct peak, followed by brittle failure during shearing. The shear strength of this interface increases with the strength of the fluidized soil, and the shear displacement required for the shear strength to be fully exerted is smaller. The relationship between the interfacial shear strength and normal stress adheres to the Mohr-Coulomb strength law. When the filling range of fluidized soil extends to five times the pile diameter, the pile skin friction reaches its full potential. Moreover, the higher the strength of the fluidized soil, the greater the pile skin friction becomes. The interfacial shear strength value obtained from direct shear tests conducted under zero normal stress conditions accurately reflects the maximum pile skin friction achievable in fluidized soil.
  • HE Wei, YANG Kai-bo, YIN Ping-bao, LI Yi-de
    China Journal of Highway and Transport. 2026, 39(2): 50-63. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.005
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    The pile-soil joint bearing mechanism in pile-supported embankment is complicated, and it has significant influence on the soil arch effect and critical height. The numerical analysis model of pile-bearing embankment was established by material point method, and compared with the test for verification. On the basis of this, the maximum shear strain and vertical displacement field of embankment filling soil were obtained under the various factors, the influence of the filling height of the embankment, the settlement displacement of the soil between piles, the width of the pile diameter or pile cap and the pile spacing on the mobilization and failure mode of the soil-arch effect in the embankment were investigated, and a method for calculating the critical height of embankments has been proposed. The results show that the internal shear modes of embankment under different heights of embankment filling are mainly manifested in three categories: ① the failure of scouring from the edge of the pile to the surface of the embankment, ② the transition mode of scouring and Prandtl-like, and ③ the failure mode of Prandtl-like. With the increase of soil settlement between the piles, the shear zone inside the embankment gradually develops until it stabilizes. The increase of pile diameter makes the pile-soil system in the embankment gradually form a whole, the settlement inside the embankment decreases significantly, and the shear arch structure gradually disappears. The shear modes of pile-supported embankment with the increase of pile spacing can be summarized into four modes: ① the formation of a concentrated inter-pile triangular shear zone inside the embankment soil; ② the formation of a mirror-image shear zone in the embankment, which is similar to the overall shear failure mode of the shallow foundation; ③ the gradual expansion of the shear zone to the top of the piles, with the shear degree of the soil between piles weakened significantly; and ④ the gradual separation of the embankment soil shear arch into a shear zone with a similar logarithmic helix. According to the logarithmic helix shear form in pile-supported embankment, the critical height prediction method of embankment based on the shear arch height is proposed, and the reasonableness of the method is verified by the comparative analysis of engineering cases.
  • SONG Yong-jun, WANG Shuang-long, GONG Bo-you, XIE Li-jun, YANG Hui-min, ZHANG Sen, CHAO Wei-jie
    China Journal of Highway and Transport. 2026, 39(2): 64-76. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.006
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    To comprehensively reflect the influence of sandstone geological characteristics, in-situ environment, and loading effects on sandstone damage and deformation-permeability mechanisms, triaxial seepage tests were conducted on rock samples containing weak interlayers. A multi-factor seepage-stress coupled damage constitutive model for interlayered sandstone was established based on the Drucker-Prager (D-P) failure criterion and the effective stress principle. The results indicate that, on one hand, the peak strength and elastic modulus of the interlayered sandstone are reduced compared to those of intact rock samples, exhibiting a U-shaped distribution with variations in the interlayer dip angle and a linear attenuation with increasing osmotic pressure levels. On the other hand, the mechanical behavior and permeability characteristics of sandstone are jointly influenced by the interlayer dip angle and osmotic pressure, demonstrating a complex interaction. The initial permeability shows a positive correlation with both the interlayer dip angle and osmotic pressure. The permeability of samples with a 30° interlayer dip angle undergoes a four-stage variation throughout the loading process. Furthermore, to overcome the limitations of empirical damage analysis, based on classical damage theory, the initial value of the total damage quantity D0 was found to exhibit an inverted U-shaped distribution with increasing interlayer dip angle, with the overall trend following an S-shaped growth pattern. Finally, by integrating the mechanical parameters obtained from experiments and employing a combination of qualitative description and quantitative analysis, a damage constitutive model for sandstone under Seepage-Stress coupling was developed. This model accurately captures the mechanical response characteristics of sandstone under various conditions, and its rationality was validated through comparisons between experimental data and theoretical curves.
  • Bridge Engineering
  • LIU Yong-jian, ZHAO Wei, ZHANG Guo-jing
    China Journal of Highway and Transport. 2026, 39(2): 77-97. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.007
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    To promote the development of the reasonable arch axis design theory for arch bridges, the evolution process of this theory was reviewed, the current research status and main problems faced in the calculation methods of reasonable arch axis were summarized, and the future research focuses and directions were discussed. Research results show that the development of arch bridges is intrinsically linked to the improvement of reasonable arch axis design theory. Identifying an arch axis that aligns with the constant load distribution mode and approximates the constant load thrust line is crucial for arch bridge design, which enhances the efficient synergy between material properties and structural force, improving the overall performance and load-bearing efficiency of arch bridges. Calculation methods for reasonable arch axis are generally divided into the analytical equation method and the curve fitting method. Determining the constant load distribution mode of main arch rib and spandrel structures, establishing and solving arch axis equation is the main focus in analytical equation method. Furthermore, selecting the type of curve to fit the arch axis, determining the position and number of control points on the curve, considering curve fitting methods and optimization objectives are the main focus in curve fitting method, the catenary, the high-order parabola and the spline curve are the commonly used fitting curves. The analytical equation method expresses the reasonable arch axis through design parameters of arch bridge, such as constant load intensity and horizontal thrust. This approach provides direct guidance for optimizing the structural configuration of the main arch ribs and spandrel structures, thereby significantly enhancing mechanical performance. In contrast, although the curve fitting method generates geometrically smooth arch axis curves, it inevitably induces substantial local bending moments at concentrated load sections or intermediate sections between adjacent concentrated loads. In order to provide theoretical support for maintaining the reasonable design state of long-span arch bridges, future studies should focus on addressing the design challenges of reasonable arch axis under the synergistic interaction of three scenarios, namely the application of lightweight and high-strength materials, optimization of complex structural layouts, and adaptation of special construction methods. These challenges are in line with the collaborative innovation trends of long-span arch bridges.
  • JIA Jun-feng, LIU Yang, ZHAO Jian-yu, ZHOU Zhi, DENG He-dan, JIANG-Hao
    China Journal of Highway and Transport. 2026, 39(2): 98-107. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.008
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    To investigate the pre-stress loss variation and the corresponding calculation method induced by the retraction of wedge-type anchorage in rocking self-centering (RSC) structures subjected to accidental reciprocating loads such as earthquakes, a theoretical model for anchor retraction was developed. Experimental studies were designed and conducted to examine pre-stress loss under various conditions, including different numbers and lengths of prestressed tendons, as well as diverse loading protocols. Based on the experimental results, the variation trends in instantaneous and accidental pre-stress losses of RSC structures were analyzed, and the UMAT subroutine for an innovative anchor material was developed. The research results indicate that the anchor retraction is a permanent deformation and only increases linearly with the historical maximum prestress force. There is a noticeable lag effect in anchor retraction at the anchorage end compared to the tension end. Under different prestressing parameters and loading protocols, the slope of “force increment-anchorage retraction” for each anchor remains relatively constant, with a coefficient of variation of only 0.079, indicating a high level of predictability for anchor retraction. Accidental pre-stress loss exceeding the initial effective stress will result in complete relaxation of the prestressed tendons. In practical design, it is necessary to reasonably evaluate the balance between pre-stress loss and initial stress, which ensures that the initial effective pre-stress force is greater than the incidental pre-stress loss to avoid relaxation of prestressed tendons. The proposed theoretical model of anchor retraction and the UMAT subroutine of anchor material can accurately simulate the variation trends in anchor retraction under accidental loads such as earthquakes. The research results can provide reference for the optimization of prestressed tendons design and analysis of pre-stress loss in RSC structures.
  • FNAG Qing-he, XU Hao, LIU Peng-fei, TANG Xue-jie, CHEN Zai-xian, GUO An-xin
    China Journal of Highway and Transport. 2026, 39(2): 108-117. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.009
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    Extreme wave generated by typhoons or hurricanes is one of the disasters that lead to the failure of offshore bridge structures. Existing research mostly focus on T-shaped and box girder bridges. There is few research on the wave action on the superstructure of coastal bridges with curved cross-section. In this study, a numerical model of wave impact on the superstructure of coastal bridges with curved cross-section was setup based on computational fluid dynamics software. The wave forces on the bridge deck with curved cross-section were obtained by the numerical model. The numerical results of wave profiles and forces were compared with hydrodynamic experimental data to validate the accuracy of the numerical model. With the validated numerical model, the entire process of wave impact on the bridge deck with curved cross-section were simulated. The temporal and spectral characteristics were obtained from the numerical results. The wave forces on bridge deck with box girder and curved cross-section were compared. The influence of the rise of curved cross-section on wave forces were investigated. This research shows that the bridge deck with curved cross-section experience minor horizontal wave force in comparison with bridge deck with box girder. The curved cross-section with high aspect ratio of rise is beneficial for reducing vertical wave forces, but has limited influence on horizontal forces. The wave force on bridge deck with curved cross-section is significantly affected by the clearance. Generally, the bridge deck experiences greater horizontal force for semi-submergence condition and greater vertical force for elevated conditions. This study has practical value for the design of coastal bridges.
  • YANG Yang, ZHANG Xu, YANG Shi-jun, LI Shi-lei
    China Journal of Highway and Transport. 2026, 39(2): 118-133. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.010
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    Indirect measurements of bridge modal parameters, derived from the response of moving vehicles, offered flexibility and efficiency. However, they are sensitive to road roughness and constrained by vehicle speed. To optimize modal shape identification, an adaptive method for identifying bridge modal vibrations based on mobile vehicle parameter adjustment was proposed. Based on vehicle-bridge coupling theory, a method was developed to eliminate road roughness effects using the residuals of contact point responses from two inspection vehicles with identical stiffness but different masses. To address the non-stationary characteristics of the residual signal, the improved empirical wavelet transform (IEWT) method was proposed to adaptively decouple the signal into a series of single-frequency components. The short-time Fourier transform (STFT) was then applied to extract the instantaneous frequency characteristics of these components, enabling the reconstruction of the bridge's modal shapes. First, the feasibility of eliminating road roughness effects using parameter-tuned residuals of the contact point response from two inspection vehicles was verified. The applicable range of vehicle parameter tuning was also analyzed. Second, a parametric analysis was conducted to evaluate the effects of inspection vehicle speed, road roughness, and bridge damping ratio using numerical simulations. Finally, the applicability of the method was preliminarily verified through a real bridge test. The results show that the method accommodates a wider range of vehicle parameter adjustments, effectively mitigates road roughness interference, and exhibits strong robustness to variations in vehicle speed and bridge damping. Compared with similar studies, the proposed method does not require preset filtering parameters, avoiding subjective interference. It achieves high accuracy in modal shape identification and computational efficiency, providing a valuable reference for applying the mobile vehicle scanning method in bridge inspection.
  • LIU Guo-huan, CHEN Zhi-chao, FEI Qi-xiang
    China Journal of Highway and Transport. 2026, 39(2): 134-144. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.011
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    This article presents an approach named “minimum peak ratio method (MPRM)” for simulating the spatially variable seismic motions of sedimentary valleys. We re-examine the fortification goal of “no damage under minor earthquakes” for the bridge located at the valley at Caofeidian within Bohai Bay, aiming at clarifying the significance of the proposed method. Firstly, to avoid singular solutions due to the gradient phenomenon inherent in the conventional point source method, the boundary integral method (distributed Green's functions as the integrand variable), is employed to simulate seismic motions (before peak adjustment) and spectra, and a software is developed and validated. Then, the MPRM is presented and the flow chart and specific steps are given as well,not only making up for the limitations of the code response spectrum, but realizing the quantification of peaks of variable seismic motions. Finally, a nonlinear finite element model (FEM) of boundary-soil-bridge structural system is established to investigate the seismic responses under minor variable seismic motions. The results indicate that: ① From the macro perspective, the peak frequencies of the spectra of structural time-history response are lower than those of modal analysis results, indicating that the bridge has not controlled in the elastic operating range. ② From the microscopic perspective, rebar hysteresis loops occur in bridge piers and pile foundations further indicate that the structure has entered the plastic state under minor earthquakes. ③ From the site perspective, the differences in the hardness between non-sedimentary and depression sedimentary areas lead to the obvious differences of seismic motions among the different locations, significantly increasing the structural response (e.g., steel yielding occur in advance from 10.4 to 2.8 seconds). The results above show that even if the design results strictly according to the code response spectrum method (RSM), the use of scientific and reasonable variable seismic motions as input is the premise to ensure the effectiveness of the analysis results. This is especially true for the large structure designed with the code consistent response spectrum. Otherwise, it is probable to misestimate or even overestimate the seismic performance of the structure, and is difficult even unfulfillable to ensure seismic fortification objectives such as “no damage under minor earthquakes”.
  • JIANG You-bao, HE Zhi-bin, WANG Lei, ZHOU Hao, LENG Yu
    China Journal of Highway and Transport. 2026, 39(2): 145-157. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.012
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    It is necessary to comprehensively consider varieties of failure modes for the reliability evaluation of a large truss bridge. However, the existing failure mode searching methods are low in efficiency and accuracy due to complicated probabilistic coupling calculations caused by the complexity and high-dimensional uncertainty of the structural system. To solve this problem, a probabilistic decoupling method is proposed for the failure mode searching of structural systems based on dimensionality reduction, clustering and iteration of samples. This method directly utilizes the sample to search the failure mode of the structural system with the state-space searching algorithm and the finite element analysis. Firstly, dimensionality reduction is performed for high-dimensional samples with the Supervised Laplacian Eigenmap (SLE) algorithm, and the samples are clustered according to their own failure mode labels in low-dimensional space. Then, new test samples are added where the differences among classes are the largest, and the failure modes of the new sample points are studied. The probabilistic decoupling searching of the structural system failure modes can be realized through deterministic iterations in the estimated important probability space. Finally, the method is applied to multiple examples, e.g. a large truss arch bridge with 137 members and 283 random variables. The results show that: (1) for high-dimensional limit state sample points with complex distribution, the SLE algorithm can reasonably reduce the dimensionality of sample points as well as cluster them perfectly according to their failure modes by eliminating the mixed distribution after dimension reduction, and thus it solves the shortcomings of the existing methods that cannot correctly classify sample points according to the failure modes, e.g. the two-dimensional visualization diagram method. (2) by iteratively adding high-dimensional sample points with failure mode category labels, the probabilistic decoupling searching of system failure modes can be efficiently completed. (3) for large truss bridge structural systems, this method can obtain a more comprehensive set of failure modes with fewer structural analysis times, and thus it is of good applicability.
  • YUAN Wan-ying, HU Meng-han, LIAO Wei-zhang, BAI Yu-lei, HAN Qiang, PENG Hua-ye
    China Journal of Highway and Transport. 2026, 39(2): 158-172. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.013
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    The configuration of high ductility Engineered Cementitious Composite (ECC) in plastic hinge zones, instead of ordinary concrete, effectively enhances structural seismic performance. The external addition of corrosion-resistant and large rupture strain Fiber-Reinforced Polymer (FRP) composites significantly increases structural damage tolerance, mitigates concrete spalling in plastic hinge zones, and addresses rebar buckling and corrosion issues. This approach applies to bridges in high-intensity areas such as near-shore regions or northwest salt lake areas in China. To investigate the seismic performance of potential plastic hinge zone configurations using ECC with external FRP wrapping, the authors first conducted mechanical performance tests on FRP-confined ECC short columns under monotonic/cyclic axial compression. Considering the high ductility characteristics of ECC, a stress-strain hysteresis model of FRP-confined ECC under cyclic axial compression was established. This model incorporated key variables such as the accurate expansion behavior, plastic strain, and stress deterioration ratio. Embedding the cyclic stress-strain models into the general finite element program OpenSees, a refined finite element model of FRP-confined ECC bridge columns in plastic hinge zones was developed. The rationality and accuracy of the model were validated through pseudo-static tests, upon which key parameter influence studies were conducted. The results indicate that the proposed expansion model for FRP-confined ECC short columns, as well as the calculation formulas for plastic strain and stress deterioration ratio, are universally applicable. The developed monotonic and cyclic constitutive models for FRP-confined ECC exhibit good accuracy. FRP confinement delays the extent of ECC cracking and enhances the damage tolerance of bridge columns. It is recommended that the height of ECC in the plastic hinge zone of the bridge column replacing the ordinary concrete should not exceed two times the diameter or side length of the bridge columns.
  • LI Xi, WANG Chun-sheng, ZHENG Jin-pan, SHI Jie
    China Journal of Highway and Transport. 2026, 39(2): 173-186. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.014
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    In order to characterize the acoustic emission(AE) of fatigue behavior of existing stay cable wires, the fatigue tests were conducted using acoustic emission technology of existing stay cable wires with different degrees of damage. The AE signal activities of steel wires were compared under different operating conditions, and the typical stages of fatigue damage evolution were clarified. The waveform characteristics of each crack propagation and fracture stage were investigated, combining with particle swarm optimization algorithm clustering analysis of steel wires. The waveform patterns of AE signals at different stages were revealed. The results of monitoring and analysis show that fatigue strength of existing stay cable wires decreases with the increase of damage degree. The decrease speed of fatigue strength for steel wires is accelerated under the heavier damage. With the increase of stress amplitude, the fatigue life decrease, the AE signal activities of the steel wires increase under same damage degree. The whole process of fatigue crack initiation and propagation to fracture of cable existing stay cable wires divides into six stages based on the AE signal amplitude, cumulative counts and cumulative energy indicators. The ratio of the peak frequency of the crack propagation stage to whole fatigue fracture account for more than 90%. The AE signal clustering iterations of steel wires converge into four classes based on correlation parameters such as rise time. The waveform of fracture signal is characterized by narrow pulse of high amplitude, and large energy are released. The typical characteristics of AE signal parameters and waveforms in the fatigue damage evolution of existing stay cable wires can provide technical guidance for the service damage assessment and fracture warning of bridge steel wires.
  • Tunnel Engineering
  • LIU Jian, NIU Pei, GUO Feng, KOU Lei, ZHANG Han-ming
    China Journal of Highway and Transport. 2026, 39(2): 187-201. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.015
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    To address the issues of false detection, missed detection, poor anti-interference ability and low detection accuracy in existing object detection algorithms during the process of tunnel lining crack detection, this paper proposes a tunnel lining crack detection algorithm RSwin tailored for practical working conditions. The innovation points of this algorithm were: ① It was the first to propose the Residual Swin Transformer Block (RSTB), which had the ability to globally model and locally extract features for complex lining crack characteristics, enhancing the fusion and representation of multi-scale lining crack features and improving the model performance and generalization ability; ② It was the first to integrate the Shape-IoU loss function, optimizing the evaluation method for shape matching problems, comprehensively considering the characteristics of bounding boxes and calculating the loss value based on this, thereby improving the target box matching performance of the model in the task of tunnel lining crack recognition. To verify the effectiveness of the proposed algorithm, a total of 11 classic target detection models (YOLOv7, YOLOv8, YOLOv9, YOLOv10, Cascade Mask R-CNN, Cascade R-CNN, Faster R-CNN, FSAF (Feature Selective Anchor-free Module), FCOS (Fully Convolutional One-stage Object Detection), NAS FCOS (Neural Architecture Search Fully Convolutional One-stage Object Detection), Mask R-CNN) were used on a self-collected tunnel inspection dataset for model comparison, training, validation and testing. The training results and visualization results show that the mAP50 of the RSwin algorithm is 97.6%, which is 14.51%, 5.57%, 4.41%, 2.98%, 3.2%, 2.5%, 6.43%, 11.7%, 3.1%, 4.7%, and 2.4% higher than that of the seven comparison algorithms respectively; at the same time, it has the fastest inference speed, with a frame rate of 9.3 frames·s-1 under the condition of 807 pixels×606 pixels. The RSwin algorithm has the highest recognition accuracy and the best comprehensive performance, and can be effectively applied to actual tunnel crack detection tasks.
  • YANG Jun, ZHAN Jia-wang, BIAN Wen-hui, WANG Ke-xue, DONG Mei-qiang
    China Journal of Highway and Transport. 2026, 39(2): 202-214. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.016
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    The bolt with spiral appearance is usually used with resin binder and mechanical-type anchorage. Because of its advantages of high prestress and high anchorage efficiency, it is gradually applied in the design of bolt with high strength and high elongation. At present, there are few studies on the anchorage mechanism of mechanical anchorage and spiral appearance bolt. Based on a spiral-shaped NPR bolt with high tensile strength (950 MPa) and high elongation (30%), this paper analyzes and studies the prestressed installation mechanism, the load transfer of the bolt when using mechanical-type anchorage, and the bonding mechanism and performance when using resins, and mechanical analysis, numerical simulation and test methods are used. The results show that the pre-tightening force of 100 kN can be effectively applied to the NPR bolt by using the mechanical-type anchorage with the front clamping jack and the limit plate. In the anchorage zone, the peak Mises stress on the surface of the bolt appears near the loading section, which is about 50 MPa higher than the tensile strength. The static tensile test shows that the anchorage efficiency is greater than 95%. Compared with common mining bolts, the spiral rib appearance of NPR bolt has better resin bonding performance. The reason is that the design of spiral rib provides a larger contact area between rib and resin. Under the condition of 20 mm diameter and 1 mm rib height, the bonding strength of NPR bolt is 1.28 times that of left-handed bolt, and the contact area between rib and resin is 1.30 times.
  • QI Qi, ZHANG Bo, FU Gang, HUI Huang, WANG Feng-yuan, WANG Yong, SHI Bin, GU Kai
    China Journal of Highway and Transport. 2026, 39(2): 215-223. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.017
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    In tunnel construction, underwater tunnels crossing fault fracture zones face major safety risks such as sudden water and mud surges, so it is crucial to accurately grasp the distribution and evolution of the seepage field in the fault fracture zones in the tunnel site area for the safe construction, operation and maintenance of the tunnels. Aiming at the current problems such as the difficulty of fine quantification of the seepage field in the fault zone, this study proposes a fine monitoring technique of seepage field based on the active heating fiber thermal response test (ATRT), which reveals the distribution characteristics of the seepage field in the fault zone in a fine way by taking the site of the first submerged railroad tunnel in China, the Nanjing Shangyuanmen River Crossing Shield Tunnel, as an example. The results show that: ATRT technique can precisely characterize the magnitude of subsurface flow velocity and finely portray the continuous distribution of groundwater flow velocity along the depth direction. The groundwater flow velocity in the Shangyuanmen Tunnel site ranges from 1.27×10-8 m·s-1 to 7.13×10-6 m·s-1, with overall weak to moderate water enrichment. The upper part of the chalk has significant hydraulic connection with the Yangtze River, while the seepage from the fault zone dominated by the lower tectonic rocks is mainly controlled by the f1 fault, which is a branch of the Mufushan-Zhenjiang Jiaoshan fault, and has a weak hydraulic connection with the Yangtze River. The maximum single-wide seepage volume of 0.63 m3·(d·m)-1 is initially estimated from the flow rate, and the risk of water inflow when the tunnel site is traversed by the shield project is low. This study provides a new technical path for quantifying the groundwater seepage field at the tunnel project site, which is of great significance for the safe construction of the tunnel project and the early warning and forecasting of disasters.
  • Traffic Engineering
  • KONG De-wen, ZHANG Xi, SUN Li-shan, WANG Qing-qing, CAI Shu-yi, XU Yan, ZHANG Kang-yu
    China Journal of Highway and Transport. 2026, 39(2): 224-243. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.018
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    Driven by autonomous driving technology, future roads will inevitably witness a traffic flow pattern of mixed autonomous and human-driven vehicles. In this human-machine mixed environment, the human-machine interaction process requires drivers to adapt, leading to adaptive behaviors in drivers that differ from those in traditional driving environments. Such behavioral changes in turn affect the operation of the entire human-machine mixed traffic flow.This study focuses on data acquisition, behavioral characteristic analysis, and micro-behavior modeling under mixed human-machine traffic flow, reviewing the research status and future prospects of adaptive behaviors in human-driven vehicles. Combining bibliometric methods, this study reviews four mainstream methods of acquiring driving behavior data, analyzes the typical characteristics and influencing factors of drivers' car-following and lane-changing adaptive behaviors in the mixed human-machine traffic flow, and based on this, summarizes three micro-behavior modeling methods for drivers. The research summary reveals that existing data acquisition methods have their own advantages and disadvantages and should be flexibly selected according to different acquisition needs and scenarios. Drivers' adaptive behaviors are mainly reflected in the process of car-following and lane-changing. This behavior is closely related to subjective factors such as drivers' trust in autonomous driving technology and driving style, as well as objective factors such as the penetration rate of autonomous vehicles and the driving environment.Currently, micro-modeling of driver behavior in mixed human-machine environments is still lacking. Existing related models can be categorized into three dimensions: adjusting parameters, introducing human factors indicators, and constructing new models. Based on this, this study further proposes prospective research directions of great academic value, including high-precision multi-modal driving behavior data acquisition, research on adaptive behavior in multi-scenario human-machine interaction, and micro-behavior modeling based on multi-level human factor characterization. These efforts aim to provide a scientific basis for the development of autonomous driving technology, realize harmonious co-driving between humans and machines, and promote the transportation system towards intelligence, safety, and efficiency. aiming to provide a scientific basis for the development of autonomous driving technology, realize harmonious co-driving between humans and machines, and promote the traffic system towards intelligence, safety, and efficiency.
  • LIANG Jun, YU Xin-qi, ZHOU Yong-jie, NAN Yi
    China Journal of Highway and Transport. 2026, 39(2): 244-257. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.019
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    To address the problems of lane flow imbalance, congestion propagation upstream, and low traffic efficiency in merging area caused by ramp vehicles merging into the main lane on one-way, three-lane highways within intelligent connected environments, a strategy called Partitioned Collaborative Merging Control (PCMC) has been proposed for these highways. This strategy involves establishing a lane-changing area, an event-triggered area, and a collaborative merging area within the merging area. The lane-changing area aims to balance the traffic flow across the three lanes by fully utilizing the capabilities of multi-lane traffic and the controlled advantages of connected vehicles, building a vehicle lane-changing model based on time loss to provide more space for the merging of ramp vehicles. In the event-triggered area and the collaborative merging area, a trajectory optimization model based on event triggering has been designed. This model accomplishes vehicle grouping for merging and applies an improved heuristic algorithm to optimize the trajectories of these grouped vehicles, ensuring safe and efficient merging while avoiding the computational complexity of global optimization. The results indicate that the PCMC strategy significantly enhances the throughput efficiency of the merging area and mitigates the spread of congestion waves. In a congested scenario where the inflow ratio at the ramp is 40%, with increasing penetration rates of Connected and Autonomous Vehicles (CAVs), the merging stops under the PCMC strategy gradually disappear. Compared to the scenario without CAVs, in the pure CAV scenario, the average delay for main road and ramp vehicles decreases by 6.81 seconds and 3.87 seconds respectively, the average speed increases by 57.71% and 36.96% respectively, and the throughput of the merging area also increases by 21.82%. This study offers an effective control strategy for addressing congestion problems caused by ramp vehicles merging on one-way, three-lane highways in intelligent connected environments, and has a significant role in advancing future highway traffic management under such conditions.
  • WANG Tao, LI Cheng-min, CHEN Wen-qiang, WANG Jun-hua, GE Ying-en
    China Journal of Highway and Transport. 2026, 39(2): 258-278. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.020
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    This study proposes a Traffic Conflict Risk Field (TCRF) model to address three limitations of traditional conflict indicators: Inadequate representation of behavioral stochasticity, insufficient modeling of multi-vehicle interactions, and challenges in quantifying spatiotemporal risk continuity. The TCRF employs a Gaussian Mixture Model (GMM) to capture the probabilistic distribution of vehicle trajectories, integrating behavior cloning with variational inference to estimate multi-vehicle trajectory probability density functions. The functional inner product of these density functions defines the risk field's intensity, quantifying the likelihood of vehicle conflicts. The density in multi-vehicle interactions is defined as a linear superposition of pairwise risk field intensities. Conflict risk between two vehicles is calculated as the integral of the field intensity over the spatiotemporal domain, admitting a closed-form solution that serves as a novel conflict indicator. Extensive experiments using real-world motorway trajectory data evaluate scenarios including merging, lane-changing, parallel driving, car-following, and multi-vehicle interactions. Comparative analysis with traditional conflict indicators demonstrates that the TCRF overcomes point-based, discretized risk measurements, eliminating “detection blind zones” and enabling continuous risk characterization across space and time, even in complex multi-vehicle settings. This approach shifts conflict risk assessment from discrete, deterministic evaluations to continuous, probabilistic modeling, enhancing proactive motorway safety management and autonomous driving decision-making.
  • PENG Jin-shuan, WU Meng-qing, KONG Qin-wen, XU Lei
    China Journal of Highway and Transport. 2026, 39(2): 279-290. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.021
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    To clarify children's perception and identification of typical risk factors in road traffic is helpful to improve their safety situation in the traffic system. To this end, typical risk scenarios were condensed, and a questionnaire on children's risk identification ability was designed and developed independently. Integrating online and offline data collection, the following study was carried out on the basis of reliability and validity testing of the questionnaire. First, structural equation modeling (SEM) was used to analyze the influence mechanism of six factors, namely, sensation seeking, traffic safety attitude, self-efficacy, family education, school education and social education, on risk identification ability. Subsequently, the risk identification ability of different groups of children was measured to explore the internal relations between risk type and identification results. Finally, synonymous substitution scenarios were introduced to design a targeted intervention program based on situated cognition theory and cognitive behavioral therapy, and the intervention effects were verified. Results show that: ① Traffic safety attitude, school education, social education and family education have a significant positive effect on risk identification, while self-efficacy has a significant negative effect. ② Male children and children who have not experienced traffic accidents have significantly stronger identification of traffic risks than control groups, and participants' abilities are significantly weaker in identifying the potential risk scenarios than the explicit risk scenarios. Children's ability to identify potential risks is correlated with sex, age, and accident characteristic factors, with females and children who have experienced accidents having relatively weaker ability. ③ After the intervention program is implemented, children's ability to identify explicit and potential risks improved by 13.06% and 25.33%, respectively, and the comprehensive ability improved by about 17.78%. The program is more effective for children in grades 7-9 and significantly improves children's identification ability in potential risk scenarios. The study results can provide important theoretical and practical support for the establishment of the measurement framework of children's risk identification ability and the optimization of the improvement path.
  • WEN Ming, XU Biao, XIONG Zhao-hui, AO Ling-qing, CHEN Bao-kui, ZHANG Wei
    China Journal of Highway and Transport. 2026, 39(2): 291-301. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.022
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    To systematically analyze the role of anchoring components in the collision process of guardrails, this study conducts in-depth research on the influencing factors related to the anchoring of metal anti-collision guardrail. Firstly, the anchoring components were incorporated into the optimized design scheme of guardrail structures, the contribution of anchor plates to the anti-collision performance of guardrails was determined using the static analysis method in the standards. Subsequently, a dynamic analysis model of the vehicle anti-collision guardrails was established to further investigate the influence of anchoring components on the anti-collision performance of the guardrails, as well as the parameter sensitivity of each component of the guardrails. Finally, a multi factor correlation performance test design was conducted on the guardrail components including anchor plates using orthogonal experiments, and the satisfaction function method was used to propose the optimal design parameter combination for the anti-collision performance of the guardrail. It is found that the thickness of the columns has the most significant impact on the crashworthiness of guardrails. Meanwhile, the anchor plate, which has often been overlooked in the past, also plays a crucial role, the influence is second only to that of the columns. Moreover, its effect becomes more prominent as the collision speed decreases. When there are different vehicle speed collision scenarios, the contributions of each component to the displacement of the guardrail, energy dissipation, and vehicle acceleration vary. Among them, the lower crossbeam and the column play a prominent role in energy dissipation and acceleration control. Furthermore, this study determined the optimal design parameters for each component as follows: the thickness of the column is 8 mm, the thickness of the upper crossbeam is 10 mm, the thickness of the middle crossbeam is 5 mm, the thickness of the lower crossbeam is 3 mm, and the thickness of the anchor plate is 14 mm. The research results can provide an important supplement for the safety design and performance optimization of anti-collision barriers in transportation engineering.
  • Automotive Engineering
  • HE Hong-wen, WANG Yong, LI Jia-qi, HUANG Ru-chen, CHEN Jin-zhou, HU Man-jiang
    China Journal of Highway and Transport. 2026, 39(2): 302-322. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.023
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    Hybrid electric vehicles exhibit substantial advantages in energy conservation, emission reduction, and alleviation of range anxiety. As the core technology of hybrid systems, energy management strategy (EMS) has emerged as a critical research focus in the field of electric vehicles. With the rapid advancement of machine learning, its capability to process multi-source, high-dimensional data in intelligent connected environments offers novel pathways for optimizing the energy efficiency of electric vehicles. This paper systematically reviews the application and research progress of machine learning in EMS for hybrid systems, with a focus on two primary approaches: intelligent predictive EMS based on classical machine learning and self-learning EMS based on reinforcement learning. Research demonstrates that classical machine learning methods, including supervised and unsupervised learning, effectively extract key features from connected traffic environments and vehicle operational data, playing a crucial role in driving condition preprocessing for intelligent predictive EMS and supporting the optimization of traditional control algorithms. Deep reinforcement learning, which integrates the perception capabilities of deep learning with the decision-making strengths of reinforcement learning, exhibits unique advantages in real-time optimization control for electric vehicles in complex and dynamic traffic scenarios. Building on current research advancements, this paper also provides insights into future directions for machine learning applications in energy management, offering theoretical references for subsequent research.
  • CHEN Jun-yi, XIA Tian, LIU Zhen-yuan, ZHANG Long-gao, WANG Pei-yi, SONG Zheng-yu
    China Journal of Highway and Transport. 2026, 39(2): 323-338. https://doi.org/10.19721/j.cnki.1001-7372.2026.02.024
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    Given the high exposure and risk of rain as a trigger condition for perception systems, rainfall simulation on Site is the main testing method currently used. However, the confidence in the test results largely depends on the realism of the rainfall simulation. This paper, based on the physical characteristics of rainfall simulation, explores the impact of micro-scale raindrop distribution on sensor perception data and proposes an evaluation method for the realism of rainfall simulation. Firstly, the paper introduces a laser raindrop spectrometer to collect micro-scale rainfall data and uses LiDAR and cameras to collect sensor perception data under rainfall, constructing a dataset of rainfall and sensor data. A total of 712 sets of micro-scale rainfall data were collected under real rainfall, with 166 sets containing corresponding sensor data. For rainfall simulation, 34 sets of data were collected by adjusting the settings of the rainfall simulation equipment. Then, 6 rainfall indicators and 7 sensor indicators were selected, and the correlation between these two sets of indicators under real rainfall was analyzed to further examine the impact of micro-scale raindrop distribution on sensor perception. Subsequently, based on the raindrop distribution of real rainfall samples, a realism evaluation benchmark was established. By quantifying the similarity between the raindrop distribution of rainfall simulation samples and the evaluation benchmark, a direct evaluation of realism of raindrop distribution was achieved, yielding the evaluation metric RRD. Finally, this paper verifies and applies the proposed method. The results show that the method is reasonable and can distinguish and filter high-fidelity simulated rainfall samples based on evaluation results. The average RRD of the evaluation results for 34 simulated rainfall samples is 0.49, with a variance of 0.14. Only one sample achieves a score above 0.7, indicating that the realism of the simulated rainfall needs improvement. Furthermore, the RRD index, compared to rainfall intensity, can better guide the setting and selection of test conditions for simulated rainfall, providing a reference for simulated rainfall tests in autonomous vehicle testing environments.