Influence of Slag Fineness on High-Performance Concrete Properties

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This research focuses on investigating the high performance concrete containing slag with different fineness and dosage. For this purpose, the workability, compressive strength at different ages, and chloride ion penetration were investigated, with slag surface area 420m2/kg, 530m2/kg, 610m2/kg, and 720m2/kg, and replacement percentage 0%, 20%, 40%, and 60%, respectively. It was found that the workability and chloride ion penetration resistance were affected by the fineness and dosage of slag. The 7-day compressive strength decreased with slag replacement increasing when the fineness of slag is lower than 530m2/kg, and 28-day and 56-day compressive strength increased; For the fineness higher than 530m2/kg, the 7-day compressive strength is higher than that of control concrete, when the slag replacement was 40%, the concrete reached the highest value, and the 28-day and 56-day compressive strength increased with slag incorporation.

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286-290

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Erhan guneyisi, Mehmet Gesoglu. A study on durability properties of high-performance concretes incorporating high replacement levels slag. Materials and Structures, 2008, (41) : 479-493.

DOI: 10.1617/s11527-007-9260-y

Google Scholar

[2] Ramezanianpour AA, Malhotra VM. Effect of curing on the compressive strength, resistance to chloride ion penetration and porosity of concretes incorporating slag, fly ash, or silica fume. Cement and Concrete Composite, 1995(17):125–133.

DOI: 10.1016/0958-9465(95)00005-w

Google Scholar

[3] Babu KG, Kumar VSR. Efficiency of GGBS in concrete. Cement and Concrete Research, 2000(30):1031–1036.

DOI: 10.1016/s0008-8846(00)00271-4

Google Scholar

[4] Mehta Pk. In: Malhotra VM, editor. Pozzolanic and cementitious by products as mineral admixtures for concrete-a critical review, vol. 1. ACI Special Publication SP-79; 1983. p.1–46.

Google Scholar

[5] Mehta Pk. In: Malhotra VM, editor. Pozzolanic and cementitious by products in concretes-another look, vol. 1. ACI Special Publication SP-114; 1989. p.1–45.

Google Scholar

[6] Mehta PK. In: Malhotra VM, editor. Durability of concrete-fifty years of progress? ACI Special Publication SP-126; 1991. p.1–31.

Google Scholar

[7] Itoh H .Rapid discrimination of the character of the water-cooled blast furnace slag used for Portland slag cement. J Materials Science, 2004, 39:2191–2193.

DOI: 10.1023/b:jmsc.0000017785.44922.30

Google Scholar

[8] Bentz DP. Influence of water–cement ratio on hydration kinetics: simple models based on spatial considerations. Cement and Concrete Research, 2006;36(2):238-44.

DOI: 10.1016/j.cemconres.2005.04.014

Google Scholar