Impact of Partial Replacement of Ordinary Aggregate by Plastic Waste Aggregate on Fresh Properties of Self-Compacting Concrete

Q3 Environmental Science
Zhyan Abdulqadir, A. Mohammed
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引用次数: 1

Abstract

Different properties of Self-compacting concrete (SCC) containing plastic waste aggregate (PWA) have been experimentally studied by researchers. However, most of these works focused on examining the properties of one type of PA. In the present paper, the influence of four different types; namely Polyvinyl chloride (PVC), Heat-treated plastic (PEL), Mixed plastic (Mix), and polyethylene terephthalate (PET) as a fine aggregate (FA) replacement; on fresh properties of SCC was examined. Results indicated that changing the PWA geometry influenced different properties of SCC. All concrete samples with PVC and PEL plastic were in the range of EFNARC classification (classified in VS2/PA2 class), causing no blocking in V-funnel and L-box test. Meanwhile, mixed plastic up to 7.5% and PET up to 5% fall within VS2/VF2 class; otherwise, the mixture was outside the range of EFNRAC standards. The best plastic waste aggregate regarding all new properties was PVC confirming all requirements for a successful SCC, causing no blocking or segregation. Thus, 10% was selected as the optimum percentage. Furthermore, PET was the worst, for PET-7.5% significant increase in the V-funnel (57.6 sec) and reduction in H2/H1 ratio (0.58) was obtained besides blocking in L-box tests, segregation, and bleeding in slump flow test. Thus, more than 5% is not recommended when using PET in Self-compacting concrete.
塑料废骨料部分替代普通骨料对自密实混凝土新鲜性能的影响
研究人员对含废塑料骨料自密实混凝土(SCC)的不同性能进行了实验研究。然而,这些工作大多集中在检查一种类型的PA的性质。在本文中,四种不同类型的影响;即聚氯乙烯(PVC)、热处理塑料(PEL)、混合塑料(Mix),以及聚对苯二甲酸乙二醇酯(PET)作为细骨料(FA)的替代品;对SCC保鲜性能进行了研究。结果表明,改变PWA的几何形状会影响SCC的不同性质。PVC和PEL塑料的混凝土样品均在EFNARC分类范围内(VS2/PA2类),在v漏斗和l盒试验中均未出现堵塞现象。混合塑料(7.5%)和PET(5%)属于VS2/VF2级;否则,混合物在EFNRAC标准范围之外。就所有新性能而言,最好的塑料废料骨料是PVC,它确认了成功的SCC的所有要求,不会造成阻塞或隔离。因此,选择10%为最佳配比。PET效果最差,当PET浓度为7.5%时,除了在L-box试验中出现阻塞、离析和坍落度流动试验中出现出血外,还显著增加了v漏斗(57.6秒),降低了H2/H1比(0.58)。因此,在自密实混凝土中使用PET时,不建议超过5%。
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
1.50
自引率
0.00%
发文量
56
审稿时长
8 weeks
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