Enhancing the Strength and the Environmental Performance of Concrete with Pre-Treated Crumb Rubber and Micro-Silica

IF 4.6 Q2 GREEN & SUSTAINABLE SCIENCE & TECHNOLOGY Recycling Pub Date : 2024-04-24 DOI:10.3390/recycling9030032
M. R. Rajagopal, Jyothikumari Ganta, Yashwanth Pamu
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Abstract

Dumped non-biodegradable tires present a significant environmental threat, with overflowing landfills and associated health risks highlighting the urgency of tire waste disposal. Current disposal methods, such as stacking tires in open spaces, exacerbate the problem. The large-scale recycling of tire rubber waste offers environmental benefits. This study examines the effects of pre-treatment using NaOH and micro-silica as a mineral admixture on the mechanical strength of crumb rubber concrete (CRC) with partial replacement of natural sand. Samples of M20 and M30 grade were prepared with varying levels of crumb rubber (CR) replacement and evaluated at 28 days. CRC prepared with pre-treated NaOH solution and micro-silica showed improved workability and strength compared to conventional concrete and untreated CRC, with the highest strength observed for 5% CR replacement using micro-silica. Predictive models and micro-structural analysis validated these findings. Life Cycle Assessment (LCA) using OpenLCA v2.10 software and the ecoinvent database revealed that incorporating micro-silica into CRC did not significantly increase environmental impacts, compared to conventional concrete across different mixes.
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用预处理过的碎屑橡胶和微硅石提高混凝土的强度和环保性能
倾倒的不可生物降解轮胎对环境构成了严重威胁,垃圾填埋场的满溢和相关的健康风险凸显了轮胎废物处理的紧迫性。目前的处理方法,如将轮胎堆放在空地上,加剧了这一问题。轮胎橡胶废物的大规模回收利用具有环境效益。本研究探讨了使用 NaOH 和微硅石作为矿物掺合料进行预处理对部分替代天然砂的轮胎橡胶混凝土(CRC)机械强度的影响。我们制备了 M20 和 M30 级样品,并在 28 天后对其进行了评估。与传统混凝土和未处理的 CRC 相比,使用预处理过的 NaOH 溶液和微硅制备的 CRC 在工作性和强度方面都有所改善,其中使用微硅替代 5%CR 的 CRC 强度最高。预测模型和微观结构分析验证了这些发现。使用 OpenLCA v2.10 软件和 ecoinvent 数据库进行的生命周期评估(LCA)显示,在不同的混合物中,与传统混凝土相比,在 CRC 中加入微硅并不会显著增加对环境的影响。
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来源期刊
Recycling
Recycling Environmental Science-Management, Monitoring, Policy and Law
CiteScore
6.80
自引率
7.00%
发文量
84
审稿时长
11 weeks
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