This paper presents an experimental investigation of the combined effect of a superplasticiser admixture and metakaolin material on the mechanical behaviour of expanded clay lightweight concrete containing recycled glass aggregate. The optimum dosage of the superplasticiser admixture (type SNF) was adjusted and used by weight of cement. The short- and long-term mechanical properties of concrete mixes were measured in accordance with the relevant British/EN standards. The results obtained were compared with the results of control concrete mixes (without superplasticiser). They showed that the superplasticiser admixture exhibited a 20% reduction in mixing water content. All measured values of unit weight, compressive and splitting tensile strengths increased when the superplasticiser admixture and metakaolin material were used. The concrete mix containing 30% recycled glass revealed an increase in the mechanical strength compared with the mix of 15% recycled glass. However, the workability of the superplasticiser concrete mixes was degraded, reaching 44% reduction in slump value.
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March 2018
Research Article|
September 14 2017
Effect of admixtures on the behaviour of lightweight concretes
Adnan Al-Sibahy;
Adnan Al-Sibahy
Assistant Professor
School of Mechanical, Aerospace and Civil Engineering, the University of Manchester, Manchester, UK; Civil Engineering Department, University of Al-Qadisiyah, Diwaniyah, Iraq (corresponding author: Adnan.alsibahy@qu.edu.iq)
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Rodger Edwards
Rodger Edwards
Reader
School of Mechanical, Aerospace and Civil Engineering, the University of Manchester, Manchester, UK
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Publisher: Emerald Publishing
Received:
March 29 2015
Accepted:
June 08 2017
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2018) 171 (3): 253–262.
Article history
Received:
March 29 2015
Accepted:
June 08 2017
Citation
Al-Sibahy A, Edwards R (2018), "Effect of admixtures on the behaviour of lightweight concretes". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 171 No. 3 pp. 253–262, doi: https://doi.org/10.1680/jstbu.15.00044
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