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Multiscale power spectrum analysis of 3D surface texture for prediction of asphalt pavement friction

机译:沥青路面摩擦预测3D表面纹理的多尺度功率谱分析

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摘要

Pavement surface friction plays a crucial role in reducing traffic accidents. The friction performance largely depends on the texture characteristics of the pavement surface. However, the contribution of effective contact texture at different areal ratios and wavelengths to pavement friction has not been fully understood due to lack of high-quality texture data and effective evaluation framework. A multiscale power spectrum analysis of a three-dimensional (3D) surface is conducted in this study to predict asphalt pavement friction. This method novelty stratifies 3D texture data into multiple layers with different areal ratios. Twenty-seven testing sites within three different types of pavement rut boards were selected as the lab testing beds. Pavement surface friction and texture data were collected in parallel using a British Pendulum Tester and a portable ultra-high-resolution 3D laser scanner. The pavement surface power spectrum indicator (C-(q)) was investigated to characterize texture attributes. The texture wave vector (q) was applied to extract texture features at eight wavelengths ranging from 0.1 to 55.1 mm. The effective contact area and optimal wavelength of the 3D texture were identified based on the Pearson correlation coefficient between C-(q) and friction. Finally, considering the effective contact area, pavement friction was predicted as a function of C-(q) under both optimal macrotexture (5.06 mm) and microtexture (0.33 mm) wavelengths. The results indicate that the developed power spectrum-based friction prediction model can predict pavement friction more accurately than previous methods. (C) 2021 Elsevier Ltd. All rights reserved.
机译:路面表面摩擦在减少交通事故方面发挥着至关重要的作用。摩擦性能在很大程度上取决于路面表面的纹理特性。然而,由于缺乏高质量的纹理数据和有效的评估框架,尚未完全理解不同区域比和波长对路面摩擦的有效接触纹理的贡献。本研究进行了三维(3D)表面的多尺度功率谱分析,以预测沥青路面摩擦。该方法将3D纹理数据进行了新颖的,将3D纹理数据分成具有不同区域比率的多个层。选择三种不同类型的路面RUT板中的二十七个测试站点作为实验室检测床。使用英国摆锤测试仪和便携式超高分辨率3D激光扫描仪并行收集路面摩擦和纹理数据。研究了路面表面功率谱指示符(C-(Q))以表征纹理属性。施加纹理波矢量(Q)以在八个波长范围为0.1至55.1mm的波长下提取纹理特征。基于C-(Q)和摩擦之间的Pearson相关系数来识别3D纹理的有效接触区域和最佳波长。最后,考虑到有效接触面积,预测路面摩擦是在最佳宏观构造(5.06mm)和微卷积(0.33mm)波长下的C-(Q)的函数。结果表明,型功率谱的摩擦预测模型可以比以前的方法更准确地预测路面摩擦。 (c)2021 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials 》 |2021年第26期| 123506.1-123506.10| 共10页
  • 作者单位

    Southwest Jiaotong Univ Sch Civil Engn Chengdu 610031 Sichuan Peoples R China|Highway Engn Key Lab Sichuan Prov Chengdu 610031 Peoples R China;

    Southwest Jiaotong Univ Sch Civil Engn Chengdu 610031 Sichuan Peoples R China|Highway Engn Key Lab Sichuan Prov Chengdu 610031 Peoples R China;

    Southwest Jiaotong Univ Sch Civil Engn Chengdu 610031 Sichuan Peoples R China|Highway Engn Key Lab Sichuan Prov Chengdu 610031 Peoples R China;

    Southwest Jiaotong Univ Sch Civil Engn Chengdu 610031 Sichuan Peoples R China|Highway Engn Key Lab Sichuan Prov Chengdu 610031 Peoples R China;

    Southwest Jiaotong Univ Sch Civil Engn Chengdu 610031 Sichuan Peoples R China|Highway Engn Key Lab Sichuan Prov Chengdu 610031 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Asphalt pavement; Friction; Power spectrum; Effective contact area; Optimal wavelength;

    机译:沥青路面;摩擦;功率谱;有效接触面积;最佳波长;

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