The Road Performance and Application of Anti-icing Cold-mixed Asphalt Ultra-thin Wear-resistant Layer
[1]ZHANG Bei,YANG He,HAO Meimei,et al.The Road Performance and Application of Anti-icing Cold-mixed Asphalt Ultra-thin Wear-resistant Layer[J].Journal of Zhengzhou University (Engineering Science),2027,48(XX):1-8.[doi:10.13705/j.issn.1671-6833.2026.04.016]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
48
Number of periods:
2027 XX
Page number:
1-8
Column:
Public date:
2027-12-10
- Title:
- The Road Performance and Application of Anti-icing Cold-mixed Asphalt Ultra-thin Wear-resistant Layer
- Keywords:
- anti-icing; cold-mixed asphalt; ultra-thin wear-resistant layer; road performance; ice-melting effect; road maintenance
- CLC:
- U414，U416.217
- Abstract:
- In order to enhance the snow melting and ice removal performance of cold-mixed asphalt pavement in winter, the mechanical properties and anti-icing performance of the ultra-thin wear-resistant layer of cold-mixed asphalt were studied. It was proposed to replace 3-5 mm crushed stones with sustained-release anti-icing particles in equal volume to prepare anti-icing cold-mixed asphalt ultra-thin wear-resistant layer. And research was systematically carried out on its road performance evaluation and ice-melting rate prediction models. The test results showed that when the dosage (mass fraction, the same below) of anti-icing particles did not exceed 4%, the high-temperature stability, low-temperature crack resistance and water stability of the mixture all met the specification requirements. At a dosage of 2%, the dynamic stability reached the maximum value of 5 583.31 times/mm. The ice-melting rate had a nonlinear relationship with the dosage of anti-icing particles, and when the dosage was 3%, the ice-melting rate reached 23.4%, and the improvement was more significant at lower dosages, meeting the specification requirements. A prediction model for the ice-melting rate considering both dosage and temperature factors was constructed, and the goodness of fit R^2 was greater than 0.93. It could effectively guide the mix design of anti-icing materials for road surfaces.
- References:
-
[1] Wang Duanyi, Li Yanbiao, Pan Yanzhu. 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. [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.]
[2] Hao Yan, Hu Liqun, Cheng Gaoli, et al. Study on the thermal regulation performance of steel slag ultra-thin wearing courses combined with phase change materials: towards green and low-carbon applications[J]. Construction and Building Materials, 2025, 478: 141426.
[3] Yu Jiangmiao, Yang Nikun, Yu Huayang. Research and application status of high-performance asphalt ultra-thin wearing layer technology[J]. Journal of Central South University (Science and Technology), 2021, 52(7): 2287-2298. [虞将苗, 杨倪坤, 于华洋. 道路高性能沥青超薄磨耗层技术研究与应用现状[J]. 中南大学学报(自然科学版), 2021, 52(7): 2287-2298.]
[4] Peng Bo, Deng Hailong, Cao Shijiang, et al. Carbon emission quantification and evaluation system of hot mix asphalt mixture[J]. Journal of Chang’an University (Natural Science Edition), 2019, 39(3): 1-9. [彭波, 邓海龙, 曹世江, 等. 热拌沥青混合料碳排放量与评价体系[J]. 长安大学学报(自然科学版), 2019, 39(3): 1-9.]
[5] Zou Guilian, Chen Qi, Zhang Yuan, et al. Research on deicing performance and environmental impact of anti-freezing asphalt mixtures[J]. Construction and Building Materials, 2024, 428: 136355.
[6] Du Xingguo. Study on stability of anti-freezing asphalt concrete and its application in complex mountainous areas[J]. Railway Construction Technology, 2023(3): 196-199. [杜兴国. 抗凝冰沥青混凝土稳定性及其在复杂山区的应用研究[J]. 铁道建筑技术, 2023(3): 196-199.]
[7] Xu Degen, Wang Xiaohu, Zang Dongdong, et al. Research on the influence of slow-release anti-freezing agent on the pavement performance of SMA-8 ultra-thin asphalt mixture[J]. Northern Communications, 2023(1): 30-33. [徐德根, 王小虎, 臧冬冬, 等. 缓释型抗凝冰剂对SMA-8超薄沥青混合料路用性能影响研究[J]. 北方交通, 2023(1): 30-33.]
[8] Sun Pei, Zhu Tianming, Wang Yiqiang, et al. Research on application of slow release anti-freezing ice filler technology in ultra-thin wearing course project[J]. Northern Communications, 2020(12): 45-48. [孙培, 朱天明, 王义强, 等. 缓释型抗凝冰填料技术在超薄磨耗层项目中的应用研究[J]. 北方交通, 2020(12): 45-48.]
[9] Liu Zhuangzhuang, Sha Aimin, Jiang Wei. Advances in asphalt pavements containing salts: additives, mixtures, performances, and evaluation[J]. China Journal of Highway and Transport, 2019, 32(4): 18-31. [刘状壮, 沙爱民, 蒋玮. 蓄盐沥青路面研究进展: 盐化物材料、混合料及其性能与评价[J]. 中国公路学报, 2019, 32(4): 18-31.]
[10] Zhang Hongwei, Chen Lunkun, Zhang Baolong, et al. Research status and progress of anti-freezing asphalt concrete pavement at home and abroad[J]. Highway, 2011, 56(1): 135-139. [张洪伟, 陈伦坤, 张宝龙, 等. 抗冻结沥青混凝土路面国内外研究现状与进展[J]. 公路, 2011, 56(1): 135-139.]
[11] Wu Shujuan, Zheng Mulian, Chen Wang, et al. Salt-dissolved regularity of the self-ice-melting pavement under rainfall[J]. Construction and Building Materials, 2019, 204: 371-383.
[12] Xia Huiyun, Zhao Xu, Wu Yongchang, et al. Preparation and performance of antifreeze adhesive materials for asphalt pavement[J]. Construction and Building Materials, 2020, 258: 119554.
[13] Giuliani F, Merusi F, Polacco G, et al. Effectiveness of sodium chloride-based anti-icing filler in asphalt mixtures[J]. Construction and Building Materials, 2012, 30: 174-179.
[14] Nilssen K, Klein-Paste A, Wählin J, et al. Use of calorimetry to measure ice-melting capacity[J]. Transportation Research Record: Journal of the Transportation Research Board, 2017, 2613(1): 1-7.
[15] He Lihong, He Xinyan, Li Qinglin, et al. Preparation and characterization of NaCl/SiO₂ composites as anti-icing materials for asphalt pavement[J]. Materials Today Communications, 2025, 44: 111988.
[16] Tan Yiqiu, Sun Rongrong, Guo Meng, et al. Research on deicing performance of asphalt mixture containing salt[J]. China Journal of Highway and Transport, 2013, 26(1): 23-29. [谭忆秋, 孙嵘蓉, 郭猛, 等. 蓄盐沥青混合料除冰雪性能研究[J]. 中国公路学报, 2013, 26(1): 23-29.]
[17] Zhang Lei, Wang Haoan, Xing Chao, et al. Study on the influencing factors of mechanical properties of anti-icing modified asphalt mortar[J]. Cold Regions Science and Technology, 2024, 223: 104218.
[18] Zhou Shuiwen, Lin Fang, Zhang Xiaohua, et al. Influence factors of deicing and thaw performance of asphalt mixture with low freezing point[J]. Journal of China & Foreign Highway, 2023, 43(1): 207-214. [周水文, 林芳, 张晓华, 等. 低冰点沥青混合料融雪抑冰性能影响因素研究[J]. 中外公路, 2023, 43(1): 207-214.]
[19] Zhang Yibo, Zhu Hongzhou, Li Jingruo, et al. Selection of phase change materials used in heat storage cooling asphalt pavement[J]. Journal of Zhengzhou University (Engineering Science), 2012, 33(3): 10-14. [张一博, 朱洪洲, 李菁若, 等. 储热降温沥青路面用相变材料的选择[J]. 郑州大学学报(工学版), 2012, 33(3): 10-14.]
[20] Liu Zhenzheng, Li Bo, Yao Tengfei, et al. Optimization of slow-release salt storage snowmelt aggregate preparation process and its slow-release performance based on response surface methodology-orthogonal test[J]. Construction and Building Materials, 2024, 449: 138356.
[21] Meng Yongjun, Meng Fujia, Chen Jing, et al. Preparation of slow-release biologically active anti-icing filler and study on the anti-icing long-lasting performance[J]. Construction and Building Materials, 2024, 416: 135150.
[22] Meng Yongjun, Zhang Chunyu, Chen Jing, et al. Deicing characteristics and pavement performance of eco-friendly de-icing asphalt mixture[J]. Construction and Building Materials, 2022, 360: 129565.
[23] Xu Peixin, Zhang Derun, LYU Huijie. Snow and ice melting performance evaluation and economic - environmental assessment of a novel steel slag - based composite phase change aggregate asphalt pavement[J]. Journal of Transportation Engineering, Part B: Pavements, 2024, 150: 04023033.
[24] Li Hanjun, Cheng Ming, Xie Xiaoguang, et al. Mix design optimization and performance evaluation of ultra-thin wearing courses incorporating ceramic grains as aggregate[J]. Coatings, 2025, 15(2): 249.
[25] Zhang Bei, Yin Xiaoka, Zhong Yanhui, et al. Performance analysis and viscosity modeling of emulsified cutback composite cold-mixed epoxy asphalt binder[J]. Construction and Building Materials, 2024, 416: 135171.
[26] Cong Peiliang, Liu Jianfei, Zhao Zhiqiang, et al. Preparation and properties of epoxy asphalt applied for concrete bridge deck[J]. Journal of Zhengzhou University (Engineering Science), 2014, 35(6): 78-81. [丛培良, 刘建飞, 赵志强, 等. 混凝土桥面铺装用环氧沥青的制备与性能研究[J]. 郑州大学学报(工学版), 2014, 35(6): 78-81.]
[27] Liu Zhuangzhuang, Xing Mingliang, Chen Shuanfa, et al. Influence of the chloride-based anti-freeze filler on the properties of asphalt mixtures[J]. Construction and Building Materials, 2014, 51: 133-140.
[28] Chen Jun, Ye Haihang, Zhang Ailin, et al. Long-term releasing and migration characteristics of chloride ions in chloride-based asphalt mixtures[J]. Construction and Building Materials, 2024, 446: 137962.
[29] Tan Yiqiu, Zhang Chi, Xu Huining, et al. Snow melting and deicing characteristics and pavement performance of active deicing and snow melting pavement[J]. China Journal of Highway and Transport, 2019, 32(4): 1-17. [谭忆秋, 张驰, 徐慧宁, 等. 主动除冰雪路面融雪化冰特性及路用性能研究综述[J]. 中国公路学报, 2019, 32(4): 1-17.]
[30] Zhang Wengang, Wang Fang, Ding Longting. Corrosion behavior of melting snow salt on asphalt mixtures[J]. Journal of Zhengzhou University (Engineering Science), 2021, 42(1): 77-81. [张文刚, 王芳, 丁龙亭. 融雪盐对沥青混合料的腐蚀作用研究[J]. 郑州大学学报(工学版), 2021, 42(1): 77-81.]
[31] JTG D50—2017 公路沥青路面设计规范[S].
[32] JTG E20—2011 公路工程沥青及沥青混合料试验规程[S].
[33] JT/T 1210.2—2018 公路沥青混合料用融冰雪材料 第2部分:盐化物材料[S].
[34] Xu Ouming, Li Yang, Wan Shuo, et al. Research and application of skid resistance of ultra-thin wearing layer[J]. Highway, 2025, 70(2): 8-13. [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, 70(2): 8-13.]
[35] Zong Youjie, Li Song, Zhang Jinbao, et al. Effect of aggregate type and polishing level on the long-term skid resistance of thin friction course[J]. Construction and Building Materials, 2021, 282: 122730.
[36] Zhou Mingyu, Liu Shuguang, Wu Chaofan, et al. Study on grade design and comparative performance of ultra-thin abrasion layer based on waterborne epoxy emulsified asphalt[J]. Materials Reports, 2024, 38(24): 261-268. [周铭钰, 刘曙光, 吴超凡, 等. 基于水性环氧乳化沥青的超薄磨耗层级配设计及性能对比研究[J]. 材料导报, 2024, 38(24): 261-268.]
[37] JTG F40—2004 公路沥青路面施工技术规范[S].
[38] JTG 5142—2019 公路沥青路面养护技术规范[S].
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Last Update:
2026-04-08
