Using Cementitious Materials to Enhance Concrete Properties and Improve the Environment: A Review

Adil Jabbar
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Abstract

Cement production significantly contributes to carbon dioxide emissions, which increase global warming. Therefore, reducing cement consumption can support efforts to reduce that risk. On the other hand, the consumption of industrial wastes in concrete production contributes to improving the environment. Industrial waste can be used as supplementary cementitious materials (SCMs) to enhance concrete properties. This paper reviews the effects of SCMs, such as silica fume, fly ash, metakaolin, and ground granulated blast furnace slag (GGBFS), on the properties of fresh and hardened concrete. The findings show that SCMs enhance packing density and reduce permeability. The impact of SCMs on concrete properties appears after a period of curing depending on the availability of calcium hydroxide and activity index. Calcium hydroxide produced from cement hydration reacts with silicates of SCMs to produce additional calcium-silicate hydrates that enhance concrete strength and minimize the relatively large size of calcium hydroxide, which lowers porosity. Silica fume and metakaolin raise water demands and reduce workability, while GGBFS and fly ash improve workability. Silica fume, metakaolin, and (10) μm particle size of GGBFS increase early-age strength, (10-45) μm particle size of GGBFS enhances strength after 28 days, while fly ash raises the strength after 90 days. For low cement content, 10 % or less silica fume, (10-30) % fly ash, (10-20) % GGBFS or metakaolin are considered the perfect percentage to arrive at best strength. For high cement content, (25-30) % silica fume or 40 % fly ash is considered the optimum ratio to reach the highest strength.
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使用水泥基材料增强混凝土性能并改善环境:综述
水泥生产大大增加了二氧化碳的排放,从而加剧了全球变暖。因此,减少水泥消耗有助于降低风险。另一方面,混凝土生产中工业废料的消耗有助于改善环境。工业废料可以作为补充胶凝材料(SCMs)来增强混凝土的性能。本文综述了硅灰、粉煤灰、偏高岭土和磨粒高炉渣(GGBFS)等SCMs对新拌混凝土和硬化混凝土性能的影响。研究结果表明,SCMs提高了充填密度,降低了渗透率。SCMs对混凝土性能的影响在养护一段时间后显现,这取决于氢氧化钙的可用性和活性指数。水泥水化产生的氢氧化钙与SCMs中的硅酸盐发生反应,产生额外的硅酸钙水合物,提高混凝土强度,并将相对较大的氢氧化钙最小化,从而降低孔隙率。硅灰和偏高岭土提高了需水量,降低了和易性,而GGBFS和粉煤灰提高了和易性。硅灰、偏高岭土和(10)μm粒径的GGBFS早期强度提高,(10-45)μm粒径的GGBFS 28天后强度提高,而粉煤灰90天后强度提高。对于低水泥含量,10%或更少的硅灰,(10-30)%粉煤灰,(10-20)% GGBFS或偏高岭土被认为是达到最佳强度的完美百分比。对于高水泥含量,(25-30)%硅灰或40%粉煤灰被认为是达到最高强度的最佳比例。
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