Performance of Overburnt Distorted Bricks as Aggregates in Pavement Works
Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 6
Abstract
In the customary way of clay brick production by burning soil in Bangladesh and other developing countries, a good number of bricks (approximately 13%) are severely overburnt due to uncontrolled distribution of temperature in the kiln. These bricks are dark red in color, severely distorted, and swollen. These bricks are considered totally useless and are not allowed in any construction work. In this study, the feasibility of utilizing these overburnt bricks as coarse aggregates in highway pavement projects was explored. Routine laboratory tests such as the Los Angeles abrasion, water absorption, specific gravity, and unit weight, were used to compare the properties of the overburnt bricks with the best possible quality picked or pick-Jhama (Type A) bricks from the same stockyards in Bangladesh. It was found that overburnt brick aggregates are much stronger, less absorptive, and denser in general than the ones from the picked or pick-Jhama (Type A) bricks. Therefore, these bricks may be conveniently and economically used as highway pavement coarse aggregates. Manufacturers may also be encouraged to produce such high strength brick with adequate quality control measures.
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Acknowledgments
This study was executed under a Rural Development Project (RDP-23) in Laxmipur district in Bangladesh and financed by Danish International Agency (DANIDA), an organization of the Danish Government. The study was jointly approved by DANIDA and the Local Government Engineering Department (LGED) of the Government of Bangladesh. However, the idea of this study and initiative was provided by Mr. Arne Winther Andersen, Chief Advisor, DANIDA, and the project materialized under his active guidance.
References
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Information & Authors
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Copyright
© 2006 ASCE.
History
Received: Aug 15, 2005
Accepted: Oct 10, 2005
Published online: Dec 1, 2006
Published in print: Dec 2006
Notes
Note. Associate Editor: Baoshan Huang
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