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Resurface of rubber modified asphalt mixture with stress absorbing membrane interlayer: From laboratory to field application

沥青 材料科学 复合材料 天然橡胶 压力(语言学) 领域(数学) 法律工程学 工程类 化学 数学 语言学 哲学 纯数学 生物化学
作者
Dongzhao Jin,Lei Yin,Sara Nedrich,Kwadwo Boateng,Zhanping You
出处
期刊:Construction and Building Materials [Elsevier BV]
卷期号:441: 137452-137452 被引量:74
标识
DOI:10.1016/j.conbuildmat.2024.137452
摘要

The increasing concern over tire pollution, exacerbated by the improper disposal of waste tires, serves as the backdrop for this research, which aims to explore the efficacy of incorporating ground tire rubber (GTR) into asphalt mixtures enhanced with a stress-absorbing membrane interlayer (SAMI). In this study, three variations of Hot Mix Asphalt (HMA) were evaluated: a conventional mix, a rubber-modified asphalt mixture (RMA), and a trans-polyoctenamer rubber (TOR) modified asphalt mixture in the laboratory. The assessment focused on the high and low-temperature performance of the asphalt mix and binder. Key findings from the laboratory tests indicate that the integration of a SAMI layer and GTR as additives markedly boosts the crack resistance of the asphalt mixture. Despite a reduction in fracture energy across all three HMA types following long-term aging, the GTR-modified HMA maintained superior fracture energy relative to the conventional mix. Initially, the inclusion of GTR adversely affected the mixture's rutting resistance . However, after undergoing long-term aging, both the conventional and GTR-modified HMAs exhibited exceptional rutting and moisture damage resistance. Field noise assessments further demonstrated that GTR-enhanced pavements produced noise levels approximately 2 dB lower than those of standard asphalt pavements . Additionally, pavements lacking a SAMI layer manifested low-severity cracking, with an average cracking frequency occurring every 2 ∼ 6 m, whereas pavements equipped with a SAMI layer exhibited no cracking following two winter seasons. The rubber asphalt overlay may increase the leaching of 6PPD-quinone, but the SAMI layer helps reduce tire wear particle generation by preventing road cracking. Rubber asphalt overlay leaching tests resulted in 6PPD-quinone concentrations lower than currently available toxicity data (LC50 for Coho Salmon, 0.095 ug/L). In conclusion, the utilization of dry-processed rubber asphalt mixes alongside a SAMI layer in pavement construction not only has the potential to extend the service life of pavements but also contributes to the production of quieter road surfaces. This study underscores the environmental and functional benefits of incorporating rubber modifications into asphalt pavements, presenting a viable strategy for mitigating tire pollution through the reuse of waste tires in infrastructure. • Recycled rubber and stress-absorbing membrane interlayer in asphalt pavement. • Rubber particle into the asphalt binder improved its resistance to both rutting,cracking and fatigue performance. • Recycled rubber + SAMI asphalt mixture increases 85.6 % fracture energy. • Recycled rubber in asphalt mixture showed noise reduction on the road. • The recycled rubber and SAMI pavement exhibited no cracking.
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