Durability of concrete using marble mining waste

S. Kore, A. K. Vyas
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引用次数: 9

Abstract

The aim of the study was to study behavior of concrete containing marble mining waste under aggressive environment. Waste from marble mining and processing industries was used in concrete as coarse aggregate in combination with conventional coarse aggregate. The particle packing density approach was followed to design the concrete mix and 75% conventional coarse aggregate was replaced by aggregate obtained by crushing waste from marble mining waste. The water-cement ratio was fixed 0.45 for all the mixes. Properties of concrete under aggressive environment such as chloride ion penetration, resistance to sulphates were evaluated. The test results revealed that, resistance to chloride ion penetration and sulphate attack increased as compared to control concrete. Overall the results supported by microstructure analysis indicate that there is no significant adverse effect on the use of marble waste as a coarse aggregate on the durability properties of concrete. The results of fire study reveal that, concrete with marble waste performs better than control concrete up to a temperature of 800 ºC.
使用大理石开采废料的混凝土耐久性
研究了大理岩矿渣混凝土在侵蚀环境下的性能。将大理石开采和加工工业产生的废料作为粗骨料与常规粗骨料结合用于混凝土中。采用颗粒充填密度法设计混凝土配合比,将75%的常规粗骨料替换为大理岩采掘废料破碎所得骨料。所有混合料的水灰比固定为0.45。对侵蚀环境下混凝土的氯离子渗透、抗硫酸盐等性能进行了评价。试验结果表明,与对照混凝土相比,混凝土抗氯离子渗透和抗硫酸盐侵蚀能力有所提高。总体而言,微观结构分析支持的结果表明,使用大理石废料作为粗骨料对混凝土的耐久性没有明显的不利影响。火灾研究结果表明,在800℃以下,添加大理石废料的混凝土比控制混凝土性能更好。
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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12 weeks
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