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The properties of the self-compacting concrete with fly ash and ground granulated blast furnace slag mineral admixtures

机译:粉煤灰与粉状高炉矿渣矿渣掺合料的自密实混凝土的性能

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摘要

Nowadays, the industrial by-products, i.e. Fly ash (FA), Ground granulated blast furnace slag (GGBFS), as mineral admixtures for the production of the self-compacting concrete (SCC) had been increasingly widespread. In this study, the SCC with FA, GGBFS of 20%, 30%, 40% were prepared, the fresh, mechanical, durability properties and porosity of the SCC were evaluated. The presence of FA, GGBFS increased the initial slump flow and reduced the slump flow loss rate, wet density of the SCC and prolonged the setting times of cement paste, the use of FA, GGBFS in the SCC had not obvious affect on the flowability and stability of the SCC. Also, the replacement of cement with FA, GGBFS in the SCC lowered the mechanical properties and Increased the water porosity at the early stage, the differences of the mechanical properties and water porosity of the control SCC, FA, GGBFS SCC were insignificant at the later curing period. Although the FA, GGBFS series SCC exhibited a higher carbonation depth than the control SCC, but, utilizing FA GGBF in the SCC were more effective on resistance the chloride ion migration and drying shrinkage. (C) 2015 Elsevier Ltd. All rights reserved.
机译:如今,作为生产自密实混凝土(SCC)的矿物掺合料的工业副产品,即粉煤灰(FA),高炉矿渣粉(GGBFS)越来越广泛。在这项研究中,制备了FA,GGBFS分别为20%,30%,40%的SCC,评估了SCC的新鲜度,机械性能,耐久性能和孔隙率。 FA,GGBFS的存在增加了初始坍落度,降低了坍落度流失率,降低了SCC的湿密度,延长了水泥浆的凝结时间,在SCC中使用FA,GGBFS对流动性和流动性没有明显影响。 SCC的稳定性。此外,在SCC中用FA,GGBFS代替水泥会降低早期的机械性能并增加水孔隙率,而在后期,对照SCC,FA,GGBFS SCC的力学性能和水孔隙率差异不明显固化期。尽管FA,GGBFS系列SCC的碳化深度比对照SCC高,但在SCC中利用FA GGBF在抵抗氯离子迁移和干燥收缩方面更有效。 (C)2015 Elsevier Ltd.保留所有权利。

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