This paper reports the potential of using cereal ash and bottom ash waste generated from biomass combustion plants for the manufacture of stabilised bricks and sustainable masonry mortar for brick joints and plaster. For the stabilised brick production, the cereal ash waste and bottom ash waste were used as full substitutes for primary clay, while magnesium oxide ash was used as a partial substitute for conventional stabilisers. The blending for the production of the masonry mortar was accomplished by the partial replacement of Portland cement, quicklime or hydraulic lime with large volumes (up to 70%) of cereal ash waste. The properties investigated under this study include material characterisation and compressive strength and durability using freeze–thaw tests. The results obtained suggest that there is potential for the manufacture of sustainable construction materials such as bricks and mortar from cereal ash, bottom ash and magnesium oxide ash waste streams.
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October 2015
Research Article|
December 04 2014
Development of stabilised brick and mortar using biomass waste Available to Purchase
Jonathan E. Oti, MSc, CEng, MICE, FNSE, MACE;
Jonathan E. Oti, MSc, CEng, MICE, FNSE, MACE
Senior Lecturer in Civil Engineering
School of Engineering, Faculty of Computing, Engineering & Science, University of South Wales, Pontypridd, UK
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John M. Kinuthia, MSc, PhD, CEng, MICE, FHEA
John M. Kinuthia, MSc, PhD, CEng, MICE, FHEA
Professor of Civil Engineering
School of Engineering, Faculty of Computing, Engineering & Science, University of South Wales, Pontypridd, UK
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Publisher: Emerald Publishing
Received:
February 06 2014
Accepted:
October 06 2014
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Construction Materials (2015) 168 (5): 241–250.
Article history
Received:
February 06 2014
Accepted:
October 06 2014
Citation
Oti JE, Kinuthia JM (2015), "Development of stabilised brick and mortar using biomass waste". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 168 No. 5 pp. 241–250, doi: https://doi.org/10.1680/coma.14.00007
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