American Journal of Materials Engineering and Technology. 2013, 1(3), 35-40
DOI: 10.12691/materials-1-3-2
Open AccessArticle
Tahmina Banu1, Md. Muktadir Billah1, Fahmida Gulshan1 and ASW Kurny1,
1Department of Materials and Metallurgical Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh
Pub. Date: August 28, 2013
Cite this paper:
Tahmina Banu, Md. Muktadir Billah, Fahmida Gulshan and ASW Kurny. Experimental Studies on Fly Ash-Sand-Lime Bricks with Gypsum Addition. American Journal of Materials Engineering and Technology. 2013; 1(3):35-40. doi: 10.12691/materials-1-3-2
Abstract
Coal fly ash, a burnt residue of pulverized coal, is hazardous and its disposal is a problem. In Bangladesh, the annual generation of this waste is approximately 0.6 million tons. On a global basis, less than 20 percent of coal fly ash (CFA) is used in the concrete related applications while the remainder is disposed of in landfills leading to various environmental problems such as polluting soils and groundwater. In this study, production of light weight structural bricks using fly ash, generated at Barapukuria Thermal Power Plant, as the major ingredient has been investigated. Optimum mix of fly ash, sand, hydrated lime and gypsum has been identified and the brick forming pressure was also optimized. 55% fly ash, 30% sand and 15% hydrated lime with 14% gypsum was found to be the optimum mix. The compressive strength, microstructure, shrinkage property, unit volume weight, Initial rate of absorption, absorption capacity, apparent porosity, open pore and impervious pore of the fly ash–sand–lime-gypsum bricks produced with optimized composition under various brick forming pressures were determined. Efflorescence and radio activity of the bricks formed under optimized conditions were also investigated. Later on effect of various curing process and variation of curing period were studied. The results of this study suggested that it was possible to produce good quality light weight non-fired structural bricks from coal fly ash generated at Barapukuria Thermal Power Plant.Keywords:
coalfly ash structural bricks sand gypsum microstructure properties
This work is licensed under a Creative Commons Attribution 4.0 International License. To view a copy of this license, visit
http://creativecommons.org/licenses/by/4.0/
Figures
References:
[1] | Goni, S. Guerrero, A. Luxan, M.P. and Macias, A. 2003. Activation of the fly ash pozzolonic reaction by hydrothermal conditions, Cem Concr Res, Vol. 33, pp.1399-405. |
|
[2] | Klimesch, D.S. and Ray, A. 1998. Effect of quartz particle size on hydro garnet formation during autoclaving at 180 ℃ in the CaO–Al2O3 –SiO2 –H2O system, Cem Concr Res, Vol. 28, pp. 1309-16. |
|
[3] | Baykal and Doven, A.G. 2000. Utilization of fly ash by pelletization process; theory, application areas and research results, Resour Conserv Recy, Vol. 30, pp. 59-77. |
|
[4] | Iyer, R.S. and Scott, J.A. 2001. Power station fly ash-a review of value-added utilization outside of the construction industry resources, Conserv Recy, Vol. 31, pp. 217-28. |
|
[5] | Pimraksa, K. Wilhelm, M. Kochberger, M. and Wruss, W. 2001. A new approach to the production of bricks made of 100% fly ash, International ash utilization symposium, Available from: http://www.flyash.info/agenda.html. |
|
[6] | Poon, C.S. Kou, S.C. and Lam, L. 2002. Use of recycled aggregates in molded concrete bricks and blocks, Constr Build Mater, Vol. pp. 281-9. |
|
[7] | Toktay, M. C. and Etin, B. 1991. Mechanical strength and water absorption properties of autoclaved fly ash-lime bricks, TMMOB, Chamber of Civil Engineers’ Publication, Vol. 1, pp. 385-394. |
|
[8] | Cicek, T. and Tanrıverdi, M. 2007. Lime based steam autoclaved fly ash bricks, Construction and Building Materials, Vol. 21, pp. 1295-1300. |
|