Influence of Tire Road Coupling Contact Behavior on the Decay of Skid Resistance of Asphalt Pavement

doi:10.3969/j.issn.1674-0696.2023.11.05

Abstract

Abstract: In order to clarify the tire road coupling contact behavior and decay process of skid resistance of asphalt pavement under the driving state of vehicles, based on the influencing factors of road durability, orthogonal tests were carried out on the surface design of AC-13, SM-13 and OGFC-13 asphalt pavement with different coarse aggregates, and the variation rules of tire road coupling contact behavior and skid resistance of asphalt pavement were compared and analyzed. The relationship between the tire road coupling contact behavior of different asphalt mixtures and the decay of skid resistance of asphalt mixtures was discussed. The influence of tire road coupling contact behavior on skid resistance of asphalt mixture was summarized. The analysis results show that under the driving state of vehicles, the road durability factors, such as traffic load grade, heavy traffic occurrence time and heavy traffic duration, have little influence on the tire road contact area of asphalt pavement, but have significant influence on the decay of skid resistance of various asphalt pavement. The tire road coupling friction behavior under the driving state of a car is different from the tire road coupling friction behavior under the braking state of a car, and there is no significant correlation with the decay of the skid resistance of asphalt pavement. Therefore, it is only necessary to consider the road surface friction coefficient as the main indicator for evaluating the anti-slip performance, when the decay rules of skid resistance of asphalt pavement are studied under the driving state of vehicles.

Key words: highway engineering; tire road coupling; contact area; friction coefficient; skid resistance

摘要： 为明确汽车行驶状态下胎路耦合接触行为与沥青路面抗滑性能的衰变过程，基于道路耐久性影响因素，对不同粗集料下AC-13、SMA-13和OGFC-13沥青路面面层设计正交试验，对比分析了胎路耦合接触行为与沥青路面抗滑性能的变化规律；探讨了不同类型沥青混合料的胎路耦合接触行为与沥青混合料抗滑性能衰变的关系；归纳了胎路耦合接触行为对沥青混合料抗滑性能的影响。分析结果表明：汽车行驶状态下，道路运营过程中交通荷载等级、重载交通出现时间和重载交通持续时间等道路耐久性因素对沥青路面胎路接触面积影响较小，而对各种沥青路面抗滑性能衰变的影响均显著；汽车行驶状态下的胎路耦合摩擦行为不同于汽车制动状态下的胎路耦合摩擦行为，与沥青路面抗滑性能的衰变不存在明显的相关性关系，因此在研究汽车行驶状态下的沥青路面抗滑衰变规律时，仅需考虑将路面摩擦系数作为评价抗滑性能的主要指标。

关键词: 道路工程；胎路耦合；接触面积；摩擦系数；抗滑性能

CLC Number:

U416.2

YU Miao1, ZHANG Zhengji1, LUO Yansheng2, ZHAO Xiaoning1, LIU Shikang1. Influence of Tire Road Coupling Contact Behavior on the Decay of Skid Resistance of Asphalt Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(11): 28-35.

余苗1，张正基1，罗延生2，赵晓宁1，刘世康1. 胎路耦合接触行为对沥青路面抗滑性能衰变的影响研究[J]. 重庆交通大学学报（自然科学版）, 2023, 42(11): 28-35.

References

［1］王元元.沥青路面抗滑特性与其表面粗糙特性之关系研究［D］.南京：东南大学，2017.
WANG Yuanyuan. Study on the Relationship between Antiskid Properties of Asphalt Pavement Surface and Its Surface Rough Properties ［D］. Nanjing: Southeast University, 2017.
［2］ FWA T F. Skid resistance determination for pavement management and wet-weather road safety ［J］. International Journal of Transpor- tation Science and Technology, 2017, 6(3): 217-227.
［3］吴国雄，叶新雨，余苗，等.基于黏弹性的橡胶改性沥青路面抗滑性能研究［J］.重庆交通大学学报（自然科学版），2020，39(2)：81-86.
WU Guoxiong, YE Xinyu, YU Miao, et al. Anti-skidding performance of rubber modified asphalt pavement based on viscoelasticity ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2020, 39(2): 81-86.
［4］谢群，王全磊，王火明，等.双组分环氧树脂抗滑薄层抗滑及力学性能研究［J］.重庆交通大学学报（自然科学版），2020，39(12)：74-79.
XIE Qun, WANG Quanlei, WANG Huomin, et al. Sliding resistance and mechanical properties of two-component epoxy resin anti-skid thin layer ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2020, 39(12): 74-79.
［5］宗有杰，熊锐，吕红莉，等.基于煅烧铝矾土集料的沥青混合料抗滑性能研究［J］. 重庆交通大学学报（自然科学版）, 2022, 41(2): 116-123.
ZONG Youjie, XIONG Rui, LYU Hongli, et al. Investigation on the anti-skid property of asphalt mixture based on calcined bauxite aggregater ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2022, 41(2): 116-123.
［6］陈先华，马耀鲁，耿艳芬，等.路面工程中的车-路相互作用研究进展［J］. 机械工程学报，2021，57(12)：18-30.
CHEN Xianhua, MA Yaolu, GEN Yanfen, et al. Research progress of vehicle-road interaction in pavement engineering ［J］. Journal of Mechanical Engineering, 2021, 57(12):18-30.
［7］张淑文，张肖宁，李智，等. 基于压力胶片技术的轮胎与路面接触特性研究［J］. 建筑材料学报，2015, 18 (4): 682-687.
ZHANG Shuwen, ZHANG Xiaoning, LI Zhi, et al. Research on characteristics of contact between tire and pavement using pressure film technology ［J］. Journal of Building Materials, 2015, 18(4): 682-687.
［8］张安强，姚钟尧. 轮胎接地压力分布及其测试方法［J］. 橡胶工业，2001(6): 368-374.
ZHANG Anqiang, YAO Zhongyao. Tire earth pressure distribution and test method ［J］. China Rubber Industry, 2001(6): 368-374.
［9］梁晨，王国林，周海超，等. 子午线轮胎接地压力分布评价试验研究［J］. 汽车技术，2013，485（11）：38-42.
LIANG Chen, WANG Guolin, ZHOU Haichao, et al. Experimental study of radial tire contact pressure distribution evaluation ［J］. Automobile Technology, 2013, 485(11): 38-42.
［10］罗淑青，陈博. 基于胎/路啮合效应的水泥混凝土路面抗滑性能评价［J］. 黑龙江交通科技，2020，43（10）：13-14.
LUO Shuqin, CHEN Bo. Skid resistance evaluation of cement concrete pavement based on tire/road meshing effect ［J］. Communications Science and Technology Heilongjiang, 2020, 43(10): 13-14.
［11］马林, 罗志光, 李宝强，等. 基于压力胶片技术的隧道纹理化路面抗滑性能研究［J］. 公路交通科技，2020，37(6)：22-28.
MA Lin, LUO Zhiguang, LI Baoqiang, et al. Study on skid-resistance performance of tunnel textured pavement based on pressure film technology ［J］. Journal of Highway and Transportation Research and Development, 2020, 37(6):22-28.
［12］聂文，陈搏，李伟雄，等. 基于接触力学的路面构造粗糙度评价［J］. 科学技术与工程，2020，20(9)：3750-3755.
NIE Wen, CHEN Bo, LI Weixiong, et al. Evaluation of pavement texture roughness based on contact mechanics ［J］. Science Technology and Engineering, 2020, 20(9): 3750-3755.
［13］王端宜，王刚，李智，等. 基于压力胶片技术的沥青混合料抗滑耐久性评价［J］. 中国公路学报，2017，30（9）：1-9.
WANG Duanyi, WANG Gang, LI Zhi, et al. Evaluation of anti-sliding durability of asphalt mixture based on pressure film technology ［J］. China Journal of Highway and Transport, 2017, 30(9): 1-9.
［14］李智，李东晟，刘勇，等. 基于胎面咬合与压力胶片技术的路面抗滑机理研究［J］. 中外公路，2021，41（2）：30-35.
LI Zhi, LI Dongsheng, LIU Yong, et al. Study on anti-skid mechanism of pavement based on tread occlusion and pressure film technology ［J］. Journal of China and Foreign Highway, 2021, 41(2): 30-35.
［15］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
HUANG Xiaomin, ZHENG Binshuang. Research status and progress for skid resistance performance of asphalt pavements ［J］. China Journal of Highway and Transport, 2019, 32(4): 32-49.
［16］ YU M, XIAO B, YOU Z P, et al. Dynamic friction coefficient between tire and compacted asphalt mixtures using tire-pavement dynamic friction analyzer ［J］. Construction and Building Materials, 2020, 258: 119492.

[1]	LI Zhiyong, ZHU Shangshu. Road Performance of Light-Colored Pavement Materials [J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(2): 37-43.
[2]	LI Zhongyu, FENG Hanqing, CONG Lin, CHEN Yonghui. Void Detection and Determination Method of Concrete Pavement Based on Support Vector Machine [J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(1): 66-73.
[3]	YAO Ailing1, WANG Junwei2, XU Min3, YANG Mengqian4, YANG Tao1. Numerical Analysis of the Uplift of Cement Stabilized Macadam Base Asphalt Pavement [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(06): 105-111.
[4]	ZHAO Quanman, REN Ruibo, LIU Yao, LI Zhigang, HU Guiling. Fracture Mechanism of Pavement around Manholes in Urban Road [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(05): 87-94.
[5]	WANG Min1,2, SHANG Fei1, XIAO Li1, BAO Guangzhi3. Composite Beam Fatigue Damage Law of Steel Bridge Deck Gussasphalt Pavement [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(03): 84-88.
[6]	LI Shenglian1, LIANG Naixing2, ZENG Sheng2. Influence of Acquisition Methods on Segregation Evaluation of Digital Image of Asphalt Mixture [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(03): 103-107.
[7]	ZHOU Jiankun1, CAO Yuanwen2, WEN Yongjie2, ZHAO Jiang1,BAI Liping3. Digital Image Differences of Paved Pavement at Different Heights [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 89-94.
[8]	LI Zhiyong, HUANG Hua. Tunnel Lighting Quality Based on Bright Color Pavement [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 101-107.
[9]	LI Hao1,2, WANG Xuancang1, FANG Naren1, XU Xinquan3. Stress Transfer Behavior of Asphalt Pavement Structure Based on Sensitivity [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(01): 119-126.
[10]	LIU Honghui, LI Xiaojuan. High Temperature Rheological Properties of Waterborne Epoxy Emulsified Asphalt [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(10): 67-73.
[11]	ZHOU Shuiwen1, 2, 3, ZHANG Xiaohua1, 2, 3, ZHANG Rong1, 2, 3, ZHAO Kun4, WANG Jianzhuang1,2,3. Experimental Analysis of Influencing Factors on Ice-Melting of Loop Heat Pipe [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(10): 85-92.
[12]	LI Hailian1,2, LIN Mengkai1,2, WANG Qicai1,2. Freeway Asphalt Pavement Performance Based on Fuzzy Interval Evaluation Method [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(09): 80-87.
[13]	ZHANG Zhengqi1, TANG Zhouming1,2, LI Yang1,3, WANG Dong4. Effect of Self-melting Snow Agent on Performance of Asphalt Mixture [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(07): 92-99.
[14]	MA Liying, LI Maoqi, CAO Yuanwen, DONG Qinqin. Real-Time Detection Method of Compaction Uniformity of Asphalt Bridge Deck [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(02): 69-74.
[15]	WU Guoxiong1,2, YE Xinyu1, YU Miao1, YANG Dantong3. Anti-Skidding Performance of Rubber Modified Asphalt Pavement Based on Viscoelasticity [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(02): 81-86.