Tire abrasion induced patterns of pavement reflectivity characteristics from lab to field

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zihang Weng , Zhen Leng , Yishun Li , Chenglong Liu , Difei Wu , Yuchuan Du
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Abstract

Pavement reflectivity is a critical parameter that characterizes a pavement surface's capacity to reflect solar radiation. This property is fundamentally associated with environmental challenges, particularly urban heat island effects. However, the distribution pattern of reflectivity and its decay behavior remain unclear due to the lack of rapid, large-scale sensing methods. This study aims to characterise the reflective features derived from laser-scanned data and investigate the abrasion-induced evolution patterns through laboratory and field tests. Statistical indicators and two-term Gaussian fits were proposed to describe the distribution of reflectance intensity. The Mweighted was selected as the primary indicator due to its strong consistency and linear correlation with optical reflectivity measurements (R2=0.908). Indoor and outdoor controlled experiments were designed to continuously track the reflectance decay under abrasion. In the laboratory test, a 1/3-scale Model Mobile Load Simulator was used to simulate tire abrasion on stone matrix asphalt (SMA) pavements. The results revealed a linear trend indicating that the pavement reflectivity increases with the progression of abrasion. In the field test, samples were collected from the left, right, and non-wheel tracks of eight expressway sections before and after preventive maintenance. The results show that the reflectivity of pavement tends to increase progressively in the early service time. The reflectivities of wheel tracks were lower than those of non-wheel tracks on the old road but higher than those on the newly paved road. This study paved the way for rapid and long-term assessment of pavement reflectivity, supporting research on cool and reflective pavements.
轮胎磨损引起的路面反射特性模式从实验室到现场
路面反射率是表征路面表面反射太阳辐射能力的一个关键参数。这一特性从根本上与环境挑战有关,特别是城市热岛效应。然而,由于缺乏快速、大规模的传感方法,反射率的分布模式及其衰减行为仍然不清楚。本研究旨在描述激光扫描数据的反射特征,并通过实验室和现场测试研究磨损引起的演化模式。提出了统计指标和两项高斯拟合来描述反射强度的分布。选择Mweighted作为主要指标,因为其与光学反射率测量值具有较强的一致性和线性相关性(R2=0.908)。设计了室内和室外对照实验,连续跟踪磨损作用下的反射率衰减。在室内试验中,采用1/3比例模型移动载荷模拟器模拟了石基沥青(SMA)路面轮胎磨损情况。结果表明,路面反射率随磨损程度的增加呈线性趋势。在现场试验中,分别采集了高速公路8个路段预防性养护前后的左、右、非车轮轨迹。结果表明:路面反射率在使用初期呈逐渐增大的趋势;旧路面上车轮履带的反射率低于非车轮履带,而高于新路面。这项研究为路面反射率的快速和长期评估铺平了道路,支持了对凉爽和反光路面的研究。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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