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  • 1  Detection method and acc uracy analysis of asphalt pavement surface texture
    CHEN Zhanquan
    2023, 43(6):74-78. DOI: 10.14048/j.issn.1671-2579.2023.06.012
    [Abstract](1979) [HTML](0) [PDF 1.44 M](3165)
    Abstract:
    为了准确地测定出沥青路面的表面纹理信息 ,采用佛罗里达纹理仪 (简称 FTM )分别对 12条沥青路面进行平均轮廓深度 (简称 DMPD)检测 ,以检测的 DMPD数据为依据 ,分析 FTM 的精准度 ,探讨 FTM 测量数据的影响因素 。在此基础上 ,对比 FTM 与圆形轨道仪 (CTM )测得的数据 ,进一步验证 FTM 在沥青道路表面纹理信息测量方面的可靠性 。结果表明 :FTM 可以有效地检测沥青路面表面纹理信息 ,利用 FTM 可以快速测得 DMPD;FTM 与CTM 两种方法测得结果之间存在很高的相关性 ,FTM 测试结果可以作为表征沥青路面抗滑性能的可靠依据 ;此外 ,测试地点 、级配类型和集料类型对所测道路表面纹理有显著的影响 。
    2  Review of Intelligent Construction Development of Highway Infrastructures and Its Prospects
    ZHENG Jianlong CHEN Mengjie LIU Chaochao
    2025, 45(2):1-20. DOI: 10.14048/j.issn.1671-2579.2025.02.001
    [Abstract](1925) [HTML](3600) [PDF 1.98 M](7629)
    Abstract:
    With the rapid advancement of intelligent construction, intelligent development of highway infrastructures has emerged as a key research focus. This paper focused on the whole life cycle of intelligent construction of highway infrastructures and provided a comprehensive analysis of its current status, challenges, and future directions. The discussion was organized into five key areas: intelligent material design, intelligent structural design, intelligent construction management, intelligent inspection and monitoring, and intelligent maintenance management. In intelligent materials, the paper explored the application and recent advancements of the pavement material genome program. Regarding intelligent structures, the role of computer-aided design (CAD) in pavement structural design was emphasized. For intelligent construction management, the importance and impact of intelligent monitoring systems throughout the pavement construction process were examined. In the area of inspection and monitoring intelligence, the current development and potential of embedded sensing units in pavements were discussed. Finally, in intelligent maintenance management, the paper evaluated the effectiveness and potential of ground-penetrating radar (GPR) non-destructive testing technology in highway quality assessment. The findings reveal that although intelligent construction technologies have made progress in highway infrastructures, challenges remain, including incomplete technical systems, limited data integration, and high technical costs. The future of intelligent highway infrastructure construction should focus on standardization, technological innovation, and cross-domain collaboration, so as to establish an efficient, safe, and sustainable intelligent highway infrastructure system.
    3  Progress and Prospects of Road Engineering Disease Treatment Technology in Permafrost Regions
    GAO Feng ZENG Xianzhang ZHONG Wenhua HUANG Shengyong ZHANG Junhui
    2024, 44(5):1-16. DOI: 10.14048/j.issn.1671-2579.2024.05.001
    [Abstract](1807) [HTML](6526) [PDF 2.09 M](9164)
    Abstract:
    Freeze-thaw disasters are key issues affecting the service performance and operational safety of road projects in permafrost regions.Under the combined influence of warming and humidification of the permafrost environment and engineering thermal effects,the degradation of permafrost is accelerating,exacerbating the risk of road freeze-thaw diseases.Roads in these regions are more frequently maintained and repaired to ensure service performance,with a service life lower than designed.Therefore,deepening the understanding of the disaster mechanism of road geotechnical structures and strengthening the study on engineering disease treatment technology are of great significance in promoting the construction and maintenance of high-quality and high-grade highways in frozen regions.This paper first expounded on typical types of diseases of roads in frozen regions and explored the formation mechanism and evolution mechanism of the diseases based on internal and external factors,such as frozen soil properties,climate and topography,road materials,and structures.Then the current situations and development of disease treatment technology for roads in frozen regions were discussed according to the different treatment principles.Studies have shown that freeze-thaw subsidence,cracking and pitting,and mud pumping are the main diseases on these roads.The causes include frozen soil properties,climate and topography,road materials and structures,and other factors,with subsidence and deformation induced by soaked and softened foundations due to freeze-thaw water particularly significant.Therefore,the line selection should be fully optimized in road planning.According to the different principles of treatment of in-service road diseases,the existing treatment technologies can be divided into three categories:measures of passively cooling subgrade,measures of actively cooling subgrade,and measures of enhancing frozen soil foundation.Among them,the study and application of the former two categories are relatively systematic and comprehensive,and the subsequent focus should be on improving temperature control performance and the combined use of multiple treatment measures.The frozen soil foundation enhancement technology,with good application prospects and promotion value,is currently under exploration and tests,requiring further study in the design method and construction technology.Moreover,as for the disease treatment technology,the performance of in-service roads should be emphasized and the evaluation of the treatment effects should be strengthened.To reduce the risk of road diseases in frozen regions and ensure the safety of plateau transportation,this study points out that the research direction and focus should be an integrated disease treatment technology centered on a comprehensive chain of “foundation enhancement-subgrade temperature control-integrated drainage ”.
    4  Structure and Material of Rigid‑Flexible Composite Pavements and Development
    LIU Zhaohui HUANG You YU Shiqing LIU Jingyu LI Sheng LIU Li PAN Yu
    2024, 44(2):27-53. DOI: 10.14048/j.issn.1671-2579.2024.02.004
    [Abstract](1789) [HTML](0) [PDF 3.38 M](2001)
    Abstract:
    The rigid-flexible composite pavement,as a kind of durable pavement structure,has been widely used for heavy-duty traffic,special geological conditions,bridge tunnel paving,etc.In order to promote the application of durable rigid-flexible composite pavements and clarify the key research issues and development directions,relevant research progress of rigid-flexible composite pavements in China and abroad was reviewed.Based on the structure design theory and construction technology of rigid-flexible composite pavements,the structural mechanical behavior characteristics of rigid-flexible composite pavements were described,and the stress induced by load and temperature of asphalt surface layer and rigid base layer,as well as their interactions were analyzed.The asphalt surface layer on the rigid base layer was directly subjected to the load and environmental effects and improved the stress and temperature fields of the underlying structural layer.It was the key factor influencing the performance and service life of rigid-flexible composite pavements.It was identified that diseases of rigid-flexible composite pavements mainly appeared in the asphalt surface layer.Due to the huge modulus difference between the asphalt surface layer and the rigid base layer,the asphalt surface layer on the rigid base layer was more prone to produce compression-shear failure.The cracking of the rigid base layer and the bonding state between rigid and flexible layers also played an important role in the performance of asphalt pavements.Finally,the technology of improving the performance of rigid-flexible composite pavements was summarized from three aspects:shear resistance of asphalt surface layer,integrity of base panel,and bonding between the flexible and rigid layers.It was an effective way to improve the performance and durability of rigid-flexible composite pavements by conducting integrated structure-high-performance material design based on the structural mechanical characteristics of rigid-flexible composite pavements.
    5  Review of design for combined base asphalt pavements with asphalt treated base and cement stabilized subbase
    LI Xuelian CHEN Peng ZHA Xudong
    2023, 43(5):1-8. DOI: 10.14048/j.issn.1671-2579.2023.05.001
    [Abstract](1656) [HTML](0) [PDF 1.51 M](2570)
    Abstract:
    针对各国沥青稳定 +无机结合料稳定组合式基层沥青路面的材料组成 、结构形式 、破坏类型 、病害成因 、设计指标与设计方法存在较大差异的现状 ,该文对此类沥青路面当前国内外所选取的材料类型与结构形式进行归纳 ,分析此类沥青路面结构的破坏类型及病害成因 ,探讨各国在组合式基层沥青路面设计方法方面的差异 ,并总结各国的病害控制类型和设计指标 ,据此推荐了组合式基层沥青路面合理的材料 、结构组合与设计指标 ,为此类沥青路面的设计与应用提供参考 。
    6  Review of Snow and Ice Melting Techniques for Road and Bridge in Cold Regions
    TANG Liyun SHAO Haitao TANG Huaming QIU Peiyong DU Xiaoqi ZHANG Lei PENG Hui
    2024, 44(5):25-38. DOI: 10.14048/j.issn.1671-2579.2024.05.003
    [Abstract](1566) [HTML](4204) [PDF 1.95 M](9196)
    Abstract:
    Snow and ice melting of road and bridge surfaces is crucial for traffic safety,but current research on snow and ice melting techniques mainly focuses on engineering effects and technical evaluation,without the analysis and elaboration from the perspective of their mechanisms.To this end,based on the different mechanisms,this study divided snow and ice melting techniques into three types and summarized them:passive deicing,active deicing,and energy utilization deicing.This study systematically evaluated the advantages and disadvantages of traditional deicing methods such as deicing agents and mechanical deicing,analyzed two active deicing techniques,namely inhibitive freezing pavement and phase change material pavement,discussed the environmental-friendly method for road deicing by using phase change materials,and introduced the mechanisms of different energy utilization deicing techniques.This study analyzed the existing road deicing techniques,their actual application effects,and existing problems,to provide foundational support for the research of snow and ice melting on roads and bridges in cold regions.
    7  Lessons Learned from 60 Years of Pavement Trials in Continental Climate Regions of Canada and Future Perspective
    WANG Di LI Jingxiao REN Xueyuan ZHANG Fan YUAN Dongdong
    2024, 44(5):284-300. DOI: 10.14048/j.issn.1671-2579.2024.05.032
    [Abstract](1516) [HTML](2855) [PDF 1.53 M](8041)
    Abstract:
    During the early 1960 s,Canadian road authorities began using stiffer asphalt to address the issue of early rutting in the wheel track zone of asphalt pavements,which was caused by the growing traffic volumes.Pavements constructed with stiffer asphalt commonly exhibit evenly spaced transverse cracks due to the significant internal stresses caused by low temperatures and the inadequate resistance of the asphalt to cracking under such conditions.Research conducted on asphalt pavements with cracks caused by low temperatures has verified the significant impact of asphalt ’s consistency,temperature sensitivity,phase uniformity,and durability.In order to tackle the difficulties presented by the utilization of modified asphalt in the current asphalt performance evaluation system,the Canadian asphalt pavement test section during the 1990 s was used to examine and assess the dependability of the U.S.Superpave ? specification.The results reveal that blown asphalt exhibits inadequate durability,while polymer modifiers only improve the durability of soft asphalt.In the early 21st century,the Ontario municipality commissioned studies on asphalt pavement test sections to enhance the current asphalt performance test specifications.These studies mainly considered the occurrences of phase separation,phase transformation,and thermally reversible aging (gelation) of asphalt,as well as the impact of polymers and fibers on the durability of asphalt.The results find that using different types of colloids (sol,gel,and sol-gel ) in the same Superpave level can result in asphalt pavements with benefit/cost ratios varying by up to 2?3 times.By assessing and choosing the appropriate type of asphalt,such as Alberta oil sand asphalt (sol),the service life of asphalt pavements can be prolonged.Compared with polymer-modified asphalt with high content,more oxidized recycled asphalt,or asphalt with higher wax content (gel),Alberta oil sand asphalt has lower wax content.The service life of asphalt pavements can be further improved by incorporating small quantities of polymer or fiber modification.Improved test specifications for asphalt cement will help save costs and meet the maintenance needs of 25 million km of asphalt pavements under global climate change.On the basis of summarizing the research of asphalt pavement trials in Canada in the past 60 years,new prospects and suggestions on the future research content and key technical problems of pavements in cold areas are put forward,which can provide a reference for future research.
    8  Experimental Study on Shear Performance of UHPC‑NC Interface
    WAN Zhiyong CHEN Jianping HE Shaohua HUANG Xu
    2024, 44(4):138-147. DOI: 10.14048/j.issn.1671-2579.2024.04.016
    [Abstract](1446) [HTML](1823) [PDF 2.55 M](2711)
    Abstract:
    Ultra-high performance concrete (UHPC) has great application prospects in engineering structure reinforcement.The reliability of the bonding properties at the interface between the new UHPC reinforcement layer and the old concrete structure is critical for ensuring the serviceability of the reinforced structures.To determine the influence of different interface treatments on the bonding properties at the interface between the UHPC and normal concrete (NC),six Z-shaped UHPC-NC bonding specimens were designed,and the bonding properties of the UHPC-NC with three different kinds of interface,namely smooth,chisel,chisel + reinforced,were investigated.In addition,nonlinear finite element models for the concrete interface were established to determine the distribution law of bonding stresses of different UHPC-NC interfaces under shear loads.The results show that the bonding properties of the UHPC-NC interface increase with the increase in the interface roughness,and interfacial shear reinforcements can postpone the debonding and cracking of the concrete interface.Compared to the smooth UHPC-NC interface,the shear strength,stiffness,and elastic stiffness of the concrete interface with an average chisel depth of 4 mm and four shear reinforcements with a diameter of 8 mm are improved by 156.1%,10.9%,and 101.0%,respectively.With the continuous development of interfacial cracks,the shear stress distribution of the UHPC-NC interface treated with chisel and reinforcement becomes more and more uniform,and the residual bonding effect of the interface is mainly provided by the interfacial shear reinforcement.

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