A review on sustainable use of recycled construction and demolition waste aggregates in pavement base and subbase layers

Zainul Abedin Khan , Umashankar Balunaini , Susanga Costa , Nhu H.T. Nguyen
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Abstract

In recent times, the continuous growth of construction and demolition (C&D) activities have resulted in increases in the utilization of natural resources as well as global C&D waste production. A major part of C&D waste produced is dumped in landfills worldwide although some countries have adopted good recycling and reuse facilities to generated C&D waste. Based on an extensive critical review of published literature on the topic including global C&D waste recycling statistics and composition of generated wastes, this paper identifies key physical, mechanical, and geotechnical characteristics of recycled C&D waste aggregates specific to use as pavement base or subbase materials. Recycled aggregates typically have sufficient CBR, abrasion resistance, compressive strength and resilient modulus in accordance with various road standard specifications, which enable their applications for pavement base and subbase layer construction. Recycled aggregates typically have higher water absorption and lower specific gravity values than virgin aggregates. Furthermore, this study evaluates the feasibility and effectiveness of recycled aggregates in pavement base and subbase layers based on the detailed laboratory investigations. Additionally, case studies involving large-volume utilization of recycled aggregates for field-scale pavement construction are presented facilitating the broader adoption of recycled materials in sustainable construction of road pavements. These studies document crucial insights into its real field performance in terms of strength, durability and longevity. Finally, authors have discussed the potential challenges, research gaps and future insights on the use of recycled aggregates in pavement construction. The use of recycled aggregates in pavement construction still has some barriers and challenges such as availability in bulk quantity especially at the field scale and absence of road standards for application, which require further research and practical developments to promote the sustainable use of these materials in the future.

关于在路面基层和底基层中可持续使用回收的建筑和拆除废料集料的综述
近来,建筑与拆除(C&D)活动的持续增长导致了自然资源利用率和全球 C&D 废弃物产量的增加。尽管一些国家采用了良好的回收和再利用设施来处理产生的建筑和拆卸废物,但全球产生的大部分建筑和拆卸废物都被倾倒在垃圾填埋场。本文在对已发表的相关文献(包括全球 C&D 废弃物回收统计数据和所产生废弃物的成分)进行广泛批判性审查的基础上,确定了回收的 C&D 废弃物集料在用作路面基层或底层材料时所特有的关键物理、机械和岩土特性。根据各种道路标准规范,再生骨料通常具有足够的 CBR、耐磨性、抗压强度和弹性模量,可用于路面基层和底基层施工。与原生骨料相比,再生骨料通常具有更高的吸水率和更低的比重值。此外,本研究还根据详细的实验室调查,评估了再生骨料在路面基层和底基层中的可行性和有效性。此外,本研究还介绍了在实地路面施工中大量使用再生骨料的案例研究,这有助于在路面的可持续施工中更广泛地采用再生材料。这些研究记录了对其在强度、耐久性和使用寿命方面的实际现场性能的重要见解。最后,作者讨论了在路面施工中使用再生骨料的潜在挑战、研究差距和未来展望。在路面施工中使用再生骨料仍存在一些障碍和挑战,如批量供应问题(尤其是在现场规模上)以及缺乏道路应用标准,这些都需要进一步的研究和实践发展,以促进这些材料在未来的可持续使用。
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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CiteScore
9.20
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