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Effect of the contact structure characteristics on rutting performance in asphalt mixtures using 2D imaging analysis

机译:二维成像分析接触结构特征对沥青混合料车辙性能的影响

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摘要

The contact structure of asphalt mixtures has been considered as an important micromechanical mixture property related to the rutting performance. In this study, a two-dimensional (2D) image acquisition and processing procedure was utilized to acquire the contact structure of asphalt mixtures with varying compactness, gradation types, nominal maximum aggregate sizes (NMAS) and binder types. New indices for contact structure of different asphalt mixtures were developed based on three aspects: contact distance distribution, contact length distribution and contact orientation, including average contact distance (d(ave)), proportion for contact distance no more than 0.5 mm (P-d <= 0.5mm), proportion for contact distance no more than 1 mm (P-d <= 1mm), total contact length (L-sum), number of contact (No. contact), average contact length (L-ave), the average contact angle of inclination 0 and the vector magnitude Delta. Flow number and strain rate from dynamic creep test were determined to be the rutting indicators for varying asphalt mixtures. A linear regression model was used to investigate the relationship between new contact indices and rutting indicators. The results indicated that the contact structure of varying mixtures could be successfully differed by the new indices proposed. New indices, such as L-sum, L-ave and d(ave), could be ranked in a similar trend as the flow number. Furthermore, a more comprehensive index represented the contact structure of asphalt mixtures was developed to better uncover the mechanism of rutting in micromechanical perspective. (C) 2016 Published by Elsevier Ltd.
机译:沥青混合物的接触结构被认为是与车辙性能相关的重要的微机械混合物性能。在这项研究中,利用二维(2D)图像获取和处理程序来获取具有不同密实度,等级类型,标称最大集料尺寸(NMAS)和粘结剂类型的沥青混合料的接触结构。基于以下三个方面,开发了不同沥青混合料的接触结构的新指标:接触距离分布,接触长度分布和接触方向,包括平均接触距离(d(ave)),不大于0.5 mm的接触距离比例(Pd < = 0.5mm),接触距离不超过1 mm的比例(Pd <= 1mm),总接触长度(L-sum),接触数(No.接触),平均接触长度(L-ave),平均值接触角为0,矢量幅度为Delta。动态蠕变试验的流量和应变率被确定为各种沥青混合料的车辙指标。线性回归模型用于研究新的接触指数和车辙指标之间的关系。结果表明,所提出的新指标可以成功地改变各种混合物的接触结构。新的索引,例如L-sum,L-ave和d(ave),可以与流数以相似的趋势排名。此外,开发了一种更全面的代表沥青混合物接触结构的指标,以从微观力学的角度更好地揭示车辙的机理。 (C)2016由Elsevier Ltd.出版

著录项

  • 来源
    《Construction and Building Materials》 |2017年第1期|426-435|共10页
  • 作者单位

    Southeast Univ, Coll Transportat Engn, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Coll Transportat Engn, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China;

    Nanjing Univ Aeronaut & Astronaut, Dept Civil Engn, 29 Yudao St, Nanjing 210016, Jiangsu, Peoples R China;

    Southeast Univ, Coll Transportat Engn, 2 Sipailou, Nanjing 210096, Jiangsu, 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

    2D Image processing; Contact structures; Rutting resistance; Asphalt mixtures;

    机译:二维图像处理;接触结构;抗车辙;沥青混合料;

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