Damage characterization of high- and low-temperature performance of porous asphalt mixtures under multi-field coupling

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Case Studies in Construction Materials Pub Date : 2024-06-29 DOI:10.1016/j.cscm.2024.e03455
Wangjie Wu , Jingjing Xiao , Jianxin Ding , Yining Li , Xin Zhao , Wei Jiang
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Abstract

Porous asphalt (PA) have attracted considerable interest due to their functional advantages such as significant water permeability and noise attenuation properties. Nevertheless, its vulnerability to damage significantly hinders its widespread application. Therefore, this paper aims to investigate the damage characteristics of PA's high- and low-temperature performance under the coupled effects of moisture and temperature. Firstly, Hamburg Wheel-Tracking Test (HWTT) and three-point bending tests were conducted on PA under different coupling conditions. Subsequently, its damage characteristics were analyzed using the three-stage permanent deformation model, logistic model, and two-way analysis of variance (ANOVA) method. The findings indicate that under dry conditions, PA-13 exhibits a linear decrease in rutting resistance within the temperature range of 40–60 °C, followed by a significant decrease at 70 °C. During immersion in water, PA-13 undergoes a second and third-stage rutting evolution process, with an accelerated creep rate observed at 70°C. High temperatures exacerbate the viscoelastic damage of PA-13, while multi-field coupling promotes the simultaneous occurrence of viscoelastic damage and stripping damage. Furthemore, the results of the two-way ANOVA indicate that moisture has a more significant impact on high-temperature performance damage. In addition, in a dry environment, the low-temperature crack resistance of PA-13 deteriorates with decreasing temperature, but there is little difference at −20 °C and −30 °C. This is attributed to PA-13 exhibiting flexible cracking at 0 °C and −10 °C, while undergoing brittle cracking at −20 °C and −30 °C. Additionally, the coupled effect of temperature and moisture reduces the damage tolerance of PA-13 and accelerates its cracking process. The results of the two-way ANOVA indicate that both low temperature and treatment methods have a statistically significant impact on low-temperature performance, with treatment methods having a higher degree of influence. The findings of this paper contribute to an in-depth understanding of the damage mechanism of PA-13.

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多场耦合下多孔沥青混合料高低温性能的损伤表征
多孔沥青(PA)因其功能优势(如显著的透水性和噪音衰减特性)而备受关注。然而,多孔沥青易损坏的特性极大地阻碍了其广泛应用。因此,本文旨在研究在湿度和温度的耦合作用下 PA 高低温性能的损坏特征。首先,在不同耦合条件下对 PA 进行了汉堡车轮跟踪试验(HWTT)和三点弯曲试验。随后,采用三阶段永久变形模型、Logistic 模型和双向方差分析(ANOVA)方法对其损伤特征进行了分析。研究结果表明,在干燥条件下,PA-13 的抗车辙能力在 40-60 °C 的温度范围内呈线性下降,在 70 °C 时显著下降。在浸入水中的过程中,PA-13 经历了第二和第三阶段的车辙演变过程,在 70°C 时蠕变速度加快。高温加剧了 PA-13 的粘弹性损伤,而多场耦合则促进了粘弹性损伤和剥离损伤的同时发生。此外,双向方差分析结果表明,水分对高温性能损伤的影响更为显著。此外,在干燥环境中,PA-13 的低温抗裂性随着温度的降低而降低,但在 -20 °C 和 -30 °C 时差别不大。这是因为 PA-13 在 0 °C 和 -10 °C 时会出现柔性开裂,而在 -20 °C 和 -30 °C 时则会出现脆性开裂。此外,温度和湿度的耦合效应降低了 PA-13 的损伤耐受性,并加速了其开裂过程。双向方差分析结果表明,低温和处理方法对低温性能都有显著的统计学影响,其中处理方法的影响程度更高。本文的研究结果有助于深入了解 PA-13 的损坏机理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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