Fly ash is used to improve the properties of concrete in both fresh and hardened states. This study was focused on the characteristics of fly-ash-blended lean concrete mixes suitable for production of solid concrete blocks used for masonry walls and for non-structural applications. The influence of superplasticiser and low calcium fly ash on the workability of two lean concrete mixes was examined. Replacement of both cement and sand by up to 50% fly ash was attempted. The compressive strength and fly-ash content relationships for the two lean concrete mixes were obtained. Maximum compressive strength was obtained for 10% cement replacement and 40% sand replacement by fly ash. The strength increased by two to three times when compared with concrete without fly ash. Similar enhanced strength for masonry was also observed for blocks with fly ash. The maximum flexural bond strength of masonry was for masonry couplets using blocks having 10% cement replaced by fly ash. The study showed that addition of fly ash to lean concrete mixes significantly enhanced the strength of the concrete
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May 2009
Research Article|
May 01 2009
Fly-ash-blended lean concrete mixes for concrete blocks Available to Purchase
B. V. Venkatarama Reddy, MSc, PhD;
B. V. Venkatarama Reddy, MSc, PhD
Associate Professor
Department of Civil Engineering, Indian Institute of Science
Bangalore, India
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A. Chander, ME
A. Chander, ME
Postgraduate student
Department of Civil Engineering, Indian Institute of Science
Bangalore, India
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Publisher: Emerald Publishing
Received:
May 31 2008
Accepted:
November 18 2008
Online ISSN: 1747-6518
Print ISSN: 1747-650X
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Construction Materials (2009) 162 (2): 59–66.
Article history
Received:
May 31 2008
Accepted:
November 18 2008
Citation
Venkatarama Reddy BV, Chander A (2009), "Fly-ash-blended lean concrete mixes for concrete blocks". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 162 No. 2 pp. 59–66, doi: https://doi.org/10.1680/coma.2009.162.2.59
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