Investigation of Using Waste Glass Powder (WGP) as a Partial Natural Sand Replacement in Concrete for a Potential Use in Iraqi Construction Field

IF 1.1 Q3 ENGINEERING, CIVIL Civil and Environmental Engineering Pub Date : 2023-12-01 DOI:10.2478/cee-2023-0063
Mohammad Esam Shareef, Dheyaa Ghanim Abdulrazzaq, Murtatha Alshijlawi
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Abstract

Abstract Glass waste contributes about 5% of the total solid waste generated worldwide that ends up in landfills without recycling resulting in considerable environmental harm. In this research, Waste Glass Powder (WGP) was studied to be used as a supplementary material substituted with sand in the concrete mix. The concrete mixes were prepared by replacing the natural sand with WGP in weight proportions of 10% to 50%, with a 10% increment to examine the mechanical effect of WGP addition on concrete performance in the fresh and hardened status. The concrete mixes were tested to evaluate the compressive strength for curing ages 7, 14, 21, 28, 56, and 90 days. Splitting tensile strength was also tested for curing at ages of 7, 14, 21, and 28 days. The obtained results showed a notable decrease in workability value for all concrete mixes with WGP addition. Also, the addition of WGP decreases the compressive strengths of all concrete mixes. However, the WGP enhanced the splitting tensile strength by about 12%. It has been concluded that the WGP can be used as a substituted material replaced with sand up to 30%, which was the optimum replacement ratio based on the Iraqi required specifications. By using this ratio, the compressive strength was decreased by 18% at 28 days of concrete curing age.
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关于使用废玻璃粉(WGP)作为混凝土中部分天然砂替代品在伊拉克建筑领域的潜在用途的研究
摘要 玻璃废料约占全球固体废物总量的 5%,这些废料未经回收利用就被填埋,对环境造成了严重危害。本研究将废玻璃粉(WGP)用作混凝土拌合物中替代砂的辅助材料。混凝土拌合物的制备是用 WGP 取代天然砂,重量比例为 10%-50%,增量为 10%,以检验 WGP 的添加对混凝土在新鲜和硬化状态下性能的机械影响。对混凝土拌合物进行了测试,以评估养护龄期为 7、14、21、28、56 和 90 天的抗压强度。还测试了 7、14、21 和 28 天养护龄期的劈裂拉伸强度。结果表明,添加 WGP 后,所有混凝土拌合物的工作性值都明显下降。此外,添加 WGP 还降低了所有混凝土拌合物的抗压强度。不过,WGP 提高了约 12% 的劈裂拉伸强度。由此得出的结论是,WGP 可用作砂的替代材料,最高可替代 30%的砂,这是根据伊拉克要求的规格确定的最佳替代比例。采用这一比例后,混凝土在 28 天养护龄期时的抗压强度降低了 18%。
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CiteScore
2.00
自引率
58.30%
发文量
69
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