Commenced in January 2007
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Properties of Fly Ash Brick Prepared in Local Environment of Bangladesh
Authors: Robiul Islam, Monjurul Hasan, Rezaul Karim, M. F. M. Zain
Abstract:
Coal fly ash, an industrial by product of coal combustion thermal power plants is considered as a hazardous material and its improper disposal has become an environmental issue. On the other hand, manufacturing conventional clay bricks involves on consumption of large amount of clay and leads substantial depletion of topsoil. This paper unveils the possibility of using fly ash as a partial replacement of clay for brick manufacturing considering the local technology practiced in Bangladesh. The effect of fly ash with different replacing ratio (0%, 20%, 30%, 40%, and 50% by volume) of clay on properties of bricks was studied. Bricks were made in the field parallel to ordinary bricks marked with specific number for different percentage to identify them at time of testing. No physical distortion is observed in fly ash brick after burning in the kiln. Results from laboratory test show that compressive strength of brick is decreased with the increase of fly ash and maximum compressive strength is found to be 19.6 MPa at 20% of fly ash. In addition, water absorption of fly ash brick is increased with the increase of fly ash. The abrasion value and Specific gravity of coarse aggregate prepared from brick with fly ash also studied and the results of this study suggests that 20% fly ash can be considered as the optimum fly ash content for producing good quality bricks utilizing present practiced technology.Keywords: Bangladesh brick, fly ash, clay brick, physical properties, compressive strength.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1110433
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[1] Yao Z. T., Ji X. S., Sarker P. K., Tang J.H., Ge L.Q. and Xia M.S., “A comprehensive review on the applications of coal fly ash”, Earth- Science Reviews, 2015, 141, pp. 105-121. DOI. 10.1016/j.earscirev.2014.11.016.
[2] Mohamed S., Omer A. Y. and Nasharuddin M. K., “Performance of bricks made using fly ash and bottom ash”, Construction and Building Materials, 2015, 96, pp. 576-580. DOI. 10.1016/j.conbuildmat.2015.08.068.
[3] Çiçek T. and Çinçin, Y., “Use of fly ash in production of light-weight building bricks”, Construction and Building Materials, 2015, 94, pp. 521-527. DOI. 10.1016/j.conbuildmat.2015.07.029.
[4] Lingling X., Wei G., Tao W. and Nanru Y., “Study on fired bricks with replacing clay by fly ash in high volume ratio”, Construction and Building Materials, 2005, 19 (3), pp. 243-247. DOI. 10.1016/j.conbuildmat.2004.05.017.
[5] Guttikunda S. K., Begum B, A. and Wadud Z., “Particulate pollution from brick kiln clusters in the Greater Dhaka region, Bangladesh”, Air Quality, Atmosphere and Health, 2013, 6, pp. 357-365. DOI. 10.1007/s11869-012-0187-2.
[6] Tamim M. M., Dhar A., Hossain M. S., “Fly ash in Bangladesh- An Overview”, International Journal of Scientific & Engineering Research, 2013, 4(4), pp. 809 – 812.
[7] Cultrone G. and Sebastián E., “Fly ash addition in clayey materials to improve the quality of solid bricks”, Construction and Building Materials, 2009, 23(2), pp. 1178-1184. DOI. 10.1016/j.conbuildmat.2008.07.001.
[8] Kayali O., “High Performance Bricks from Fly Ash”, Proceeding of World of Coal Ash Conference (WOCA), Lexington, USA, April 11 – 15, 2005, 13 pages.
[9] Abdullah M.M.A., Ibrahim W.M.W. and Tahir M.F.M., “The properties and durability of fly ash-based geopolymeric masonry bricks”, Eco- Efficient Masonry Bricks and Blocks, 2015, pp. 273–287. DOI. 10.1016/B978-1-78242-305-8.00012-7.
[10] Patil J. L. and Dwivedi A. K., “Clay - Fly Ash Burnt Bricks - An Experimental Study”, International Journal of Innovative Research in Science, Engineering and Technology, 2014, 3(4), pp. 265 – 269.
[11] Pimraksa K., Wilhelm M., Kochberger M. and Wruss W., “A New Approach to the Production of Bricks Made of 100 % Fly Ash”, International Ash Utilization Symposium, Center for Applied Energy Research, University of Kentucky, 2001, 18 pages.
[12] Pawar A.S. and Garud D. B., “Engineering Properties of Clay Bricks with Use of Fly Ash”, International Journal of Research in Engineering and Technology, 2014, 3(9), pp. 75 – 80.
[13] ASTM C134 - 95(2010), “Standard Test Methods for Size, Dimensional Measurements, and Bulk Density of Refractory Brick and Insulating Firebrick”, ASTM International. DOI. 10.1520/C0134-95R10.
[14] ASTM C67 – 14, “Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile”, ASTM International. DOI. 10.1520/C0067-14.
[15] IS: 3495 – Part (3)-1992, “Determination of Efflorescence”, Methods of Tests of Burnt Clay Building Bricks. Indian Standard.
[16] ASTM C127 – 15, “Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate”, ASTM International. DOI. 10.1520/C0127-15.
[17] ASTM C131 – 14, “Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine”, ASTM International. DOI. 10.1520/C0131_C0131M-14.