参考文献/References:
[1] 中华人民共和国交通运输部.2024年交通运输行业发展统计公报[EB/OL].(2025-06-12)[2025-06-26].https://xxgk.mot.gov.cn/2020/jigou/zhghs/202506/
t20250610_4170228.html
Ministry of Transport of the People's Republic of China. Statistical bulletin on development of transportation industry in 2024[EB/OL].(2025-06-12)[2025-06-26].https://xxgk.mot.gov.cn/2020/jigou/zhghs/202506/
t20250610_4170228.html
[2]吴金荣,陈海燕,王 峥.温拌剂对SMA-10沥青混合料高低温性能的影响[J].科学技术与工程,2019,19(2):239-242.
WU Jin-rong, CHEN Hai-yan, WANG Zheng. Effect of warm mix agent on high and low temperature performance of SMA-10 asphalt mixture[J]. Science Technology and Engineering, 2019, 19(2): 239-242.
[3]LOU K K, XIAO P, WU B W, et al. Effects of fiber length and content on the performance of ultra-thin wearing course modified by basalt fibers[J]. Construction and Building Materials, 2021, 313: 125439.
[4]YU J M, CHEN Y L, WEI X P, et al. Performance evaluation of ultra-thin wearing course with different polymer modified asphalt binders[J]. Polymers, 2022, 14(16): 3235.
[5]YUN D, TANG C, GAO J, et al. Effect of asphalt mixture gradation characteristics on long-term skid resistance under high temperature and heavy load[J]. Construction and Building Materials, 2024, 441: 137386.
[6]WEI J C, ZHANG Z C, HE Y L, et al. Study on the skid resistance deterioration behavior of the SMA pavement[J]. Sustainability, 2022, 14(5): 2864.
[7]LI J Q, PITTENGER D, WANG K, et al. Aggregate characteristics-based preventive maintenance treatments for optimized skid resistance of pavements[J]. Transportation Research Record, 2020, 2674(12): 372-384.
[8]职雨风,苏堪祥.南方多雨地区SMA路面摩擦系数变化规律研究[J].公路工程,2019,44(3):176-180.
ZHI Yu-feng, SU Kan-xiang. Study on the change regular of SMA pavement coefficient of friction in rainy area of South China[J]. Highway Engineering, 2019, 44(3): 176-180.
[9]许新权.湿热地区沥青路面抗滑性能演化行为及长效抗滑表层设计研究[D].南京:东南大学,2021.
XU Xin-quan. Study on evolution behavior of skid resistance of asphalt pavement design of long-term anti-skid surface in humid and hot areas[D]. Nanjing: Southeast University, 2021.
[10]苏文豪,田 禁,李红杰,等.SMA路面交验期横向力系数分析及敏感性研究[J].公路,2025,70(5):79-86.
SU Wen-hao,TIAN Jin,LI Hong-jie,et al. Analysis of transverse force coefficient and sensitivity study during acceptance period of SMA pavement[J]. Highway, 2025, 70(5): 79-86.
[11]王端宜,李彦标,潘艳珠.超薄磨耗层抗滑性能的衰变规律及其影响因素[J].华南理工大学学报(自然科学版),2024,52(5):1-9.
WANG Duan-yi, LI Yan-biao, PAN Yan-zhu. Skid resistance deterioration and influencing factors of ultra-thin wear layer[J]. Journal of South China University of Technology(Natural Science Edition), 2024, 52(5): 1-9.
[12]张争奇,谢 菲,张天天,等.钢渣沥青混合料超薄磨耗层路用性能及其时变性[J].江苏大学学报(自然科学版),2023,44(4):475-482.
ZHANG Zheng-qi, XIE Fei, ZHANG Tian-tian, et al. Road performance and time variation of ultra-thin wear layer of steel slag asphalt mixture[J]. Journal of Jiangsu University(Natural Science Edition), 2023, 44(4): 475-482.
[13]CONG L, WANG T J. Effect of fine aggregate angularity on skid-resistance of asphalt pavement using accelerated pavement testing[J]. Construction and Building Materials, 2018, 168: 41-46.
[14]曾双强.矿料级配对SMA-10沥青磨耗层技术性能影响研究[J].公路与汽运,2023(3):94-97,117.
ZENG Shuang-qiang. Study on influence of mineral material gradation on technical performance of SMA-10 asphalt wearing layer[J]. Highways and Automotive Applications, 2023(3): 94-97, 117.
[15]徐鸥明,李 杨,万 硕,等.超薄磨耗层抗滑性能研究与应用[J].公路,2025(2):8-13.
XU Ou-ming,LI Yang,WAN Shuo, et al. Research and application of skid resistance of ultra-thin wearing layer[J]. Highway, 2025(2): 8-13.
[16]曹志飞.沥青与级配对超薄磨耗层路用性能及抗滑噪声特性影响[D].西安:长安大学,2020.
CAO Zhi-fei. Effect of asphalt and gradation on pavement performance and the characteristics of anti-sliding and noise for ultra-thin wearing layer[D]. Xi'an: Chang'an University, 2020.
[17]何俊辉,陈海涛,赵艳娜,等.基于灰关联法的沥青路面抗滑性能影响因素研究[J].中外公路,2020,40(6):47-52.
HE Jun-hui, CHEN Hai-tao, ZHAO Yan-na, et al. Study on factors influencing antiskid performance of asphalt pavement based on grey relational analysis[J]. Journal of China and Foreign Highway, 2020, 40(6): 47-52.
[18]王兆仑,刘朝晖,高建华.高粘度抗滑封装薄层沥青路面长效协同作用机理分析[J].材料导报,2019,33(增2):242-246.
WANG Zhao-lun, LIU Zhao-hui, GAO Jian-hua. The analyse of the long-term action mechanism of high viscosity slip-resistant encapsulated thin layer and asphalt pavement[J]. Materials Reports, 2019, 33(S2): 242-246.
[19]莫 耀.橡胶粉/SBS复合改性沥青在超薄磨耗层中应用研究[D].重庆:重庆交通大学,2019.
MO Yao. Study on application of rubber powder/SBS composite modified asphalt in ultra-thin wear layer[D]. Chongqing: Chongqing Jiaotong University, 2019.
[20]余 苗,龙承梁,刘曲平.聚氨酯超薄磨耗层抗滑性能衰变研究[J].重庆交通大学学报(自然科学版),2023,42(7):29-36,68.
YU Miao, LONG Cheng-liang, LIU Qu-ping. Decay of slip resistance of polyurethane ultra-thin wear layer[J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2023, 42(7): 29-36, 68.
[21]JTG F40—2004,公路沥青路面施工技术规范[S].
JTG F40—2004, Technical specifications for construction of highway asphalt pavements[S].
[22]JTG E20—2011,公路工程沥青及沥青混合料试验规程[S].
JTG E20—2011, Standard test methods of bitumen and bituminous mixtures for highway engineering[S].
[23]JT/T 860.2—2013,沥青混合料改性添加剂 第2部分:高黏度添加剂[S].
JT/T 860.2—2013, Modifier for asphalt mixture—Part 2: High viscosity additive[S].
[24]DRUTA C, WANG L B, LANE D S. Evaluation of the MMLS3 for accelerated wearing of asphalt pavement mixtures containing carbonate aggregates[R]. Charlottesville: Virginia Center for Transportation Innovation and Research, 2014.
[25]PROZZI J A, SMIT A, SERIGOS P, et al. International center for partnered pavement preservation(ICP3): First year progress report[R]. Austin: The University of Texas at Austin, 2015.
[26]PUZZO L, LOPRENCIPE G, TOZZO C, et al. Three-dimensional survey method of pavement texture using photographic equipment[J]. Measurement, 2017, 111: 146-157.
[27]LI Q J, ZHAN Y, YANG G, et al. Pavement skid resistance as a function of pavement surface and aggregate texture properties[J]. International Journal of Pavement Engineering, 2020, 21(10): 1159-1169.
[28]LI Y T, QIN Y H, WANG H, et al. Study of texture indicators applied to pavement wear analysis based on 3D image technology[J]. Sensors, 2022, 22(13): 4955.
[29]WANG Y Y, LAI X Y, ZHOU F, et al. Evaluation of pavement skid resistance using surface three-dimensional texture data[J]. Coatings, 2020, 10(2): 162.
[30]张肖宁,孙杨勇.粗集料表面纹理轮廓线分形分析及不同维数算法探讨比较[J].公路,2010(12):124-128.
ZHANG Xiao-ning,SUN Yang-yong. Analysis of fractal of micro-structure curve of coarse aggregate and contrast between different dimension algorithms[J]. Highway, 2010(12): 124-128.
[31]ALHASAN A, WHITE D J, DE BRABANTERB K. Continuous wavelet analysis of pavement profiles[J]. Automation in Construction, 2016, 63: 134-143.
[32]DU Y C, WENG Z H, LI F, et al. A novel approach for pavement texture characterisation using 2D-wavelet decomposition[J]. International Journal of Pavement Engineering, 2022, 23(6): 1851-1866.
[33]PEARSON K. Contributions to the mathematical theory of evolution[J]. Philosophical Transactions of the Royal Society of London A, 1894, 185: 329-333.
[34]LI T S, LIU P F, DU C, et al. Microstructural analysis of the effects of compaction on fatigue properties of asphalt mixtures[J]. International Journal of Pavement Engineering, 2022, 23(1): 9-20.
[35]关博文,王爱鹏,薛兴杰,等.废旧高压电瓷再生集料抗滑薄层长期抗滑性能评价与调控[J].中国公路学报,2023,36(12):263-274.
GUAN Bo-wen, WANG Ai-peng, XUE Xing-jie, et al. Evaluation and control of long term skid resistance of anti-skid thin layers prepared from recycled aggregates of waste high-voltage electric porcelain[J]. China Journal of Highway and Transport, 2023, 36(12): 263-274.
[36]吴旷怀,吴传海,聂桂海,等.流动胶浆沥青混合料(FMA)理论与设计方法[J].中国公路学报,2025,38(2):102-113.
WU Kuang-huai, WU Chuan-hai, NIE Gui-hai, et al. Theory and design method of fluid mastic asphalt mixture(FMA)[J]. China Journal of Highway and Transport, 2025, 38(2): 102-113.
[37]黄卫东,张家伟,吕 泉,等.基于间接拉伸开裂方法评价超薄磨耗层混合料抗裂性能[J].同济大学学报(自然科学版),2020,48(11):1588-1594.
HUANG Wei-dong, ZHANG Jia-wei, LYU Quan, et al. Evaluation of cracking performance of ultra-thin friction course mixture based on indirect tensile asphalt cracking test[J]. Journal of Tongji University(Natural Science), 2020, 48(11): 1588-1594.
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