基于多尺度特性的玄武岩集料沥青路面抗滑表层研究进展
Research Progress on Anti-Skid Surface Course of Asphalt Pavement with Basalt Aggregates Based on Multi-Scale Characteristics
DOI: 10.12677/ojtt.2026.155054, PDF,    科研立项经费支持
作者: 毛诗伟, 罗新华, 谢 斌:赣州康大高速公路有限责任公司,江西 赣州;夏雨欣:湖南科技大学土木工程学院,湖南 湘潭
关键词: 道路工程玄武岩集料沥青路面抗滑性能衰减规律多尺度研究Road Engineering Basalt Aggregates Asphalt Pavement Anti-Skid Performance Deterioration Law Multi-Scale Research
摘要: 路面抗滑性能是道路交通安全的核心保障。玄武岩集料因其高硬度、高耐磨性及稳定的微观结构,被全球道路工程界视为构筑高耐久性抗滑表层的首选骨料。本文从材料基因、细观形貌、宏观性能及界面行为等多尺度视角,系统综述了玄武岩集料的应用研究进展。通过对比玄武岩、花岗岩及石灰岩的关键路用性能,量化了玄武岩在磨光值等核心指标上的显著优势;阐述了基于“差异磨光”原理的玄武岩–石灰岩复合设计方法及其提升抗滑耐久性的细观机理;梳理了抗滑性能的多阶段衰变规律与现有预测模型的局限性;评述了分子动力学模拟、数字图像处理及数字孪生等前沿评价方法在揭示机理与优化设计中的应用;总结了工程实践现状,并展望了面向绿色低碳与智能运维的未来研究方向,以期为高安全、长寿命沥青路面抗滑表层的设计与养护提供系统的理论参考。
Abstract: Pavement anti-skid performance serves as a core guarantee for road traffic safety. Owing to its high hardness, excellent wear resistance and stable microstructures, basalt aggregate is recognized by the global road engineering community as the preferred aggregate for constructing highly durable anti-skid surface courses. From multi-scale perspectives, including material properties, mesoscopic morphology, macroscopic performance and interfacial behavior, this paper systematically reviews the research progress on the application of basalt aggregates. By comparing the key pavement performances of basalt, granite and limestone, the prominent advantages of basalt in core indicators such as polished stone value are quantified. The compound design method of basalt-limestone based on the “differential polishing” principle and its mesoscopic mechanism for improving anti-skid durability are elaborated. The multi-stage deterioration law of anti-skid performance and limitations of existing prediction models are summarized. The applications of advanced evaluation methods, including molecular dynamics simulation, digital image processing and digital twin in mechanism revelation and design optimization are discussed. Current engineering practices are summed up, and future research directions oriented toward low-carbon development and intelligent operation and maintenance are prospected. This work is expected to provide systematic theoretical references for the design and maintenance of anti-skid surface courses of high-safety and long-life asphalt pavements.
文章引用:毛诗伟, 罗新华, 谢斌, 夏雨欣. 基于多尺度特性的玄武岩集料沥青路面抗滑表层研究进展[J]. 交通技术, 2026, 15(5): 628-638. https://doi.org/10.12677/ojtt.2026.155054

参考文献

[1] 黄晓明, 郑彬双. 沥青路面抗滑性能研究现状与展望[J]. 中国公路学报, 2019, 32(4): 32-49.
[2] Ibrahim, A., Faisal, S. and Jamil, N. (2009) Use of Basalt in Asphalt Concrete Mixes. Construction and Building Materials, 23, 498-506.
https://doi.org/10.1016/j.conbuildmat.2007.10.026
[3] 艾长发, 赵静, 阳恩慧, 等. 石灰岩与玄武岩混合粗集料性能试验研究[J]. 公路, 2014, 59(1): 182-187.
[4] 蒋进, 郜国凯, 陈桂锋, 等. 不同玄武岩掺量对沥青混合料抗滑性能影响研究[J]. 公路工程, 2024, 49(1): 139-143, 168.
[5] 郜国凯. 掺玄武岩集料的沥青路面抗滑性能研究[D]: [硕士学位论文]. 重庆: 重庆交通大学, 2022.
[6] 李松, 翟嘉辉, 熊锐. 基于集料特性的沥青路面抗滑性能研究进展[J]. 青海交通科技, 2018(2): 81-86.
[7] 桂志敬, 刘恒权, 张智勇. 路面纹理构造特征表征与抗滑性能检测技术研究进展[J]. 公路交通科技(应用技术版), 2012, 8(4): 62-66.
[8] 邢超, 谭忆秋, 张凯, 等. 基于材料基因组方法的沥青混合料基因特性综述及展望[J]. 中国公路学报, 2020, 33(10): 76-90.
[9] 王丹. 石灰岩与玄武岩混合集料沥青路面表层抗滑性能研究[D]: [硕士学位论文]. 重庆: 重庆交通大学, 2015.
[10] 孙明. 沥青路面玄武岩集料压碎值影响因素分析研究[D]: [硕士学位论文]. 长沙: 长沙理工大学, 2016.
[11] 陈先华, 陈胜霞, 黄晓明, 等. 沥青路面的磨光研究: 从宏观到微观尺度[J]. 中外公路, 2013, 33(2): 45-50.
[12] 张起森, 肖鑫. 沥青及沥青混合料本构模型与微观结构研究综述[J]. 中国公路学报, 2016, 29(5): 26-33.
[13] 何佳. 石灰岩与玄武岩混合集料沥青路面长期抗滑性能衰减规律研究[D]: [硕士学位论文]. 重庆: 重庆交通大学, 2023.
[14] 高茜楠, 呙润华, 耿靖杰. 基于纹理分形特性的沥青路面抗滑性能研究综述[J]. 交通信息与安全, 2022, 40(5): 12-22.
[15] 董仕豪, 韩森, 宿金菲, 等. 沥青路面纹理三维重构及评价方法研究综述[J]. 中国公路学报, 2025, 38(2): 60-84.
[16] Meng, Y., Chen, Z., Wang, Z., Lu, H., Qing, G., Liu, Z., et al. (2024) Evaluating the Anti-Skid Performance of Asphalt Pavements with Basalt and Limestone Composite Aggregates: Testing and Prediction. Buildings, 14, Article 2339.
https://doi.org/10.3390/buildings14082339
[17] 郑木莲, 朱洪涛, 陈拴发, 等. 路面抗滑性能测试技术与评价模型研究进展[J]. 公路交通科技(应用技术版), 2008, 4(S1): 313-318.
[18] 关博文, 刘佳楠, 房建宏, 等. 基于抗滑性能的沥青路面纹理分形特征的研究进展[J]. 青海交通科技, 2018(2): 76-80.
[19] Zhang, C., Zeng, L., Wang, H. and Qu, X. (2024) The Impact of Coarse Aggregate Mineral Compositions on Skid Resistance Performance of Asphalt Pavement: A Comprehensive Study. PLOS ONE, 19, e0308721.
https://doi.org/10.1371/journal.pone.0308721
[20] Kane, M. and Edmondson, V. (2020) Long-Term Skid Resistance of Asphalt Surfacings and Aggregates’ Mineralogical Composition: Generalisation to Pavements Made of Different Aggregate Types. Wear, 454, Article ID: 203339.
https://doi.org/10.1016/j.wear.2020.203339
[21] Lei, J., Zheng, N., Bi, J., Zhao, F., Wang, Y. and Yang, J. (2024) Research on the Evolution Law of Aggregate Micro-Texture during Long-Term Wearing of Asphalt Pavement. Construction and Building Materials, 444, Article ID: 137846.
https://doi.org/10.1016/j.conbuildmat.2024.137846
[22] Huan, X., Sheng, Y., Zhao, X., Li, L., Xue, H., Ye, Z., et al. (2023) Skid-Resistance Durability and Wear/Polish-Resistance Behaviors of Ultra-Thin Friction Course Designed Based on the Differential Polishing of Aggregates. Journal of Building Engineering, 78, Article ID: 107585.
https://doi.org/10.1016/j.jobe.2023.107585
[23] Reddy, G.S., Abdallah, I.N. and Nazarian, S. (2025) Contributions of Aggregate Mineralogical and Morphological Parameters to Aggregate Frictional Performance. Construction and Building Materials, 478, Article ID: 141413.
https://doi.org/10.1016/j.conbuildmat.2025.141413
[24] 王永平, 黄维蓉. 室内沥青路面抗滑性能衰减规律研究及模型分析综述[J]. 中外公路, 2015, 35(3): 299-302.
[25] 余苗, 童铈尧, 孔令云, 等. 轮胎-沥青路面摩擦测试及抗滑模型研究综述[J]. 公路交通科技. 2020, 37(10): 12-24.
[26] 王威娜, 徐青杰, 周圣雄, 等. 沥青-集料黏附作用评价方法综述[J]. 材料导报, 2019, 33(13): 2197-2205.
[27] 张晨旭, 陈华鑫, 李毅, 等. 提升沥青路面抗水损害能力措施综述[J]. 材料导报, 2013, 27(S2): 293-297.
[28] 张宏飞, 张久鹏, 王帅, 等. 沥青化学组分与宏观性能靶向关系研究综述与展望[J]. 材料导报, 2025, 39(4): 60-74.
[29] 汪海年, 丁鹤洋, 冯珀楠, 等. 沥青混合料分子模拟技术综述[J]. 交通运输工程学报, 2020, 20(2): 1-14.
[30] 梁波, 廖威, 郑健龙. 改性剂与沥青相容性作用中分子动力学模拟综述[J]. 交通运输工程学报, 2024, 24(5): 54-85.
[31] Yan, C., Li, Q., Wang, J., Yang, H. and Wu, Y. (2024) Evaluation for Long-Term Skid Resistance of Ultra-Thin Asphalt Overlay Based on Texture Characteristics. Construction and Building Materials, 438, Article ID: 137151.
https://doi.org/10.1016/j.conbuildmat.2024.137151
[32] He, Y., Cui, Z., Yang, X., Wang, C., Cui, K., Fan, Z., et al. (2024) Investigating Intrinsic Factors in Pavement Skid Resistance Deterioration Using an Integrated Tribology Model. Tribology International, 199, Article 109997.
https://doi.org/10.1016/j.triboint.2024.109997
[33] Zhan, Y., Li, J.Q., Liu, C., Wang, K.C.P., Pittenger, D.M. and Musharraf, Z. (2021) Effect of Aggregate Properties on Asphalt Pavement Friction Based on Random Forest Analysis. Construction and Building Materials, 292, Article ID: 123467.
https://doi.org/10.1016/j.conbuildmat.2021.123467
[34] Zhan, Y., Chen, Y., Lin, X., Zhang, Y., Zhang, A. and Ai, C. (2023) Prediction of the Skid-Resistance Deterioration in Asphalt Pavement Based on Peephole-LSTM Neural Network. International Journal of Pavement Engineering, 24, Article ID: 2277815.
https://doi.org/10.1080/10298436.2023.2277815
[35] Li, Y., Liu, C., Weng, Z., Wu, D. and Du, Y. (2025) Aggregate-Level 3D Analysis of Asphalt Pavement Deterioration Using Laser Scanning and Vision Transformer. Automation in Construction, 178, Article ID: 106380.
https://doi.org/10.1016/j.autcon.2025.106380
[36] 李松, 翟嘉辉, 熊锐, 等. 基于差异磨光的沥青路面抗滑性能研究进展[J]. 中外公路, 2021, 41(5): 47-52.
[37] 龚芳媛, 拜佳威, 陈祎, 等. 沥青混合料中集料迁移的表征方法与评价指标综述[J]. 材料导报, 2024, 38(11): 118-131.
[38] 于华南, 姚丁, 钱国平, 等. 基于细观结构特征的沥青混合料性能数字孪生模型研究综述[J]. 中国公路学报, 2023, 36(3): 20-44.
[39] 刘志杨, 董泽蛟, 周涛, 等. 基于材料信息学的沥青混合料性能提升综述及展望[J]. 中国公路学报, 2024, 37(4): 98-120.