Effect of Glass Powder on Durability Performance of Hardened Concrete in Aggressive Environment

Frank Onyango Odero, Benard Omondi, Chrispinus Wamalwa
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Abstract

Supplementary Cementitious Materials have been widely researched for application in concrete works, primarily to reduce dependence on cement as a binding medium. This research sought to add to that knowledge base by determining the effect of crushed waste glass powder on the durability performance of hardened concrete in an aggressive environment. Crushed waste glass powder was added to the concrete mix at 10%, 20% and 30% respectively by weight of cement. Fresh concrete was subjected to slump test while hardened concrete was subjected to compressive strength, water absorption, sulphate attack and electrical resistivity tests. The results were then compared to the control mix as well as previous studies. Optimal results were obtained at 30% addition of crushed waste glass powder into the concrete mix, noting an increase in compressive strength by 32.5%, water absorption reduced by 5.9%, sulphate attack effect was low while electrical resistivity reduced by 14.7%. Keywords: Absorptivity, Crushed Waste Glass, Durability, Electrical Resistivity, Pozzolanic Activity, Sulphate Attack.
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玻璃粉对侵蚀性环境中硬化混凝土耐久性能的影响
人们广泛研究了补充性胶凝材料在混凝土工程中的应用,主要是为了减少对水泥作为粘结介质的依赖。本研究试图通过确定碎玻璃粉对侵蚀性环境中硬化混凝土耐久性能的影响来补充这一知识库。粉碎的废玻璃粉分别以水泥重量的 10%、20% 和 30% 的比例添加到混凝土混合物中。对新拌混凝土进行坍落度试验,对硬化混凝土进行抗压强度、吸水率、硫酸盐侵蚀和电阻率试验。然后将测试结果与对照组混合料以及之前的研究结果进行比较。结果表明,在混凝土拌合物中添加 30% 的碎玻璃粉时,抗压强度提高了 32.5%,吸水率降低了 5.9%,硫酸盐侵蚀效果较低,而电阻率降低了 14.7%。 关键词吸水率、碎废玻璃、耐久性、电阻率、Pozzolanic 活性、硫酸盐侵蚀。
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