Yu Jiangmiao, Zhang Binhui, Long Peiqi, Chen Bo, Guo Feng
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510006, China.
Foshan Branch, Suzhou Planning & Design Research Institute Co., Ltd., Foshan 528300, China.
Materials (Basel). 2021 Oct 15;14(20):6137. doi: 10.3390/ma14206137.
Curved texturing is an effective technique to improve the skid-resistance performance of concrete pavements, which relies on the suitable combination of the groove parameters. This study aims to optimize these parameters with the consideration of skid-resistance performance and driving stability. A pressure film was adopted to obtain the contact stress distribution at the tire-pavement interface. The evaluated indicator of the stress concentration coefficient was established, and the calculation method for the stationary steering resistance torque was optimized based on actual tire-pavement contact characteristics. Test samples with various groove parameters were prepared use self-design molds to evaluate the influence degree of each groove parameter at different levels on the skid-resistance performance through orthogonal and abrasion resistance tests. The results showed that the groove depth and groove spacing had the most significant influence on the stress concentration coefficient and stationary steering resistance torque, respectively, with the groove depth having the most significant influence on the texture depth. Moreover, the driving stability and durability of the skid-resistance performance could be balanced by optimizing the width of the groove group. After analyzing and comprehensively comparing the influences of various parameters, it was found the parameter combination with width, depth, spacing, and the groove group width, respectively, in 8 mm, 3 mm, 15 mm, and 50 mm can balance the skid-resistance performance and driving stability. The actual engineering results showed that the R of the fitting between the stress concentration coefficient and SFC (measured at 60 km/h) was 0.871, which proved the effectiveness of the evaluation index proposed in this paper.
刻槽纹理是提高混凝土路面抗滑性能的有效技术,它依赖于槽参数的适当组合。本研究旨在综合考虑抗滑性能和行车稳定性来优化这些参数。采用压力薄膜获取轮胎与路面界面的接触应力分布。建立了应力集中系数的评价指标,并根据实际轮胎与路面的接触特性优化了稳态转向阻力矩的计算方法。使用自行设计的模具制备了具有不同槽参数的试验样品,通过正交试验和耐磨试验评估不同水平下各槽参数对抗滑性能的影响程度。结果表明,槽深和槽间距分别对应力集中系数和稳态转向阻力矩影响最为显著,其中槽深对纹理深度影响最为显著。此外,通过优化槽组宽度可以平衡抗滑性能的行车稳定性和耐久性。在分析并综合比较各参数的影响后,发现槽宽、槽深、槽间距和槽组宽度分别为8mm、3mm、15mm和50mm的参数组合能够平衡抗滑性能和行车稳定性。实际工程结果表明,应力集中系数与60km/h车速下测量的横向力系数(SFC)之间的拟合度R为0.871,证明了本文提出的评价指标的有效性。