基于复合分形的路面抗滑随机森林评估模型OA北大核心CSTPCD
A Random Forest Evaluation Model for Pavement Skid Resistance Based on Comprehensive Fractal
路面抗滑性能直接影响着道路交通安全,而基于路表纹理特征的路面抗滑性能评估方法目前存在着可解释性差、准确度不高的问题.该研究使用精度为 0.05 mm的便携式三维激光表面分析仪采集了 185 组路面纹理数据,通过动态摩擦因数测试仪获得了相应路段 0~80 km/h速度范围内的路面摩擦数据,构建了综合表征路面纹理空间、横剖、深度方向复杂度的复合分形维数指标,建立了 10 km/h和 70 km/h速度下的路面抗滑性能随机森林评估模型.研究结果表明:复合分形维数具备独立描述纹理复杂程度的能力,但与路面动态摩擦因数之间不存在线性关系;复合分形维数对 70 km/h速度下动态摩擦因数预估的准确度为 0.78,可用于评价轮胎橡胶快速滑动状态下的路面抗滑性能;复合分形指标中的空间、横剖、表层、浅层、深层剖面分形特征共同影响着路面抗滑性能,在进行路面纹理形貌评价时,应从多种空间视角下进行纹理特征综合分析.
The pavement anti-skid performance directly affects road traffic safety,and the evaluation methods based on pavement texture features currently have problems of poor interpretability and low accuracy.Herein,185 sets of pavement texture data were collected by the portable 3D laser surface analyzer with an accuracy of 0.05 mm.The pavement friction data in the speed range of 0~80 km/h of the corresponding road section were obtained with the dynamic friction coefficient tester.The comprehensive fractal dimension index representing the complexity of the pavement texture space,the cross section,and the depth direction was constructed,and the random forest evaluation model for pavement skid resistance performances at speeds of 10 km/h and 70 km/h.The results show that,the comprehensive fractal dimension has the ability to describe the complexity of texture independently,but there is no linear relationship between it and the pavement dynamic friction coeffi-cient;the prediction accuracy of comprehensive fractal dimensions for dynamic friction coefficients at the 70 km/h speed is 0.78,which can be used to evaluate the skid resistance of pavement under the condition of rapid sliding of tire rubber;the spatial,cross-sectional,surface,shallow,and deep profile fractal features in com-prehensive fractal indicators jointly affect the pavement anti-skid performances.In the evaluation of pavement texture morphology,comprehensive analysis of texture features should be conducted from multiple spatial per-spectives.
彭毅;张政奇;李强;杨广伟
重庆交通大学 交通运输学院,重庆 400074||重庆交通大学 交通土建工程材料国家地方联合工程研究中心,重庆 400074重庆交通大学 土木工程学院,重庆 400074俄克拉荷马州立大学 土木与环境工程学院,俄克拉荷马 斯蒂尔沃特 74078-5013,美国
交通运输
道路工程路面纹理抗滑性能分形维数随机森林
road engineeringpavement textureskid resistancefractal dimension numberrandom forest
《应用数学和力学》 2024 (004)
443-457 / 15
国家自然科学基金青年科学基金(52208425);重庆市博士后自然科学基金(cstc2021jcyj-bshX0113);中国博士后面上项目地区基金(2021M693918)
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