Mechanical and Thermal Properties of Brick Produced Using Recycled Fine Aggregate

Article Preview

Abstract:

Continuous reduction of construction mineral resources, such as sand and cement, which influence the increase in cost of raw materials, has stimulated initiatives to look for alternative sustainable materials. This research aims to determine the potential and feasibility use of recycled fine aggregate (RFA) generated from demolition waste rubble wall as aggregate to replace natural sand in the production of cement and sand bricks. The brick specimens are prepared by using 100% natural sand, which is then replaced by RFA at 25%, 50%, 75%, and 100% by weight of natural sand. Research parameters, such as dimension, compressive and flexural strength, density, and water absorption, are adopted to evaluate the physical and mechanical properties of the brick specimens. In addition, the thermal conductivity of the bricks composed using different RFA proportions are studied. Experimental results clearly indicate that manufacturing cement and sand brick by incorporating RFA is possible, and the effect inclusion of RFA at certain proportions causes a significant improvement in the mechanical properties of bricks. However, to obtain better mechanical strength results, RFA dosages to replace sand should reach up to 50%.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

112-116

Citation:

Online since:

August 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Institution of Engineers Malaysia. Concerns of the Quarry Industry; Towards a Sustainable Quarry Industry in Malaysia. Jurutera: Institution of Engineers Malaysia 2007. pp.8-10.

Google Scholar

[2] Ismail S, Hoe KW, Ramli M. Sustainable Aggregates: The Potential and Challenge for Natural Resources Conservation. Procedia - Social and Behavioral Sciences. 2013; 101(0): 100-9.

DOI: 10.1016/j.sbspro.2013.07.183

Google Scholar

[3] Begum RA, Siwar C, Pereira JJ, Jaafar AH. A benefit-cost analysis on the economic feasibility of construction waste minimisation: The case of Malaysia. Resources, Conservation and Recycling. 2006; 48(1): 86-98.

DOI: 10.1016/j.resconrec.2006.01.004

Google Scholar

[4] Poon CS, Kou SC, Lam L. Use of recycled aggregate in moulded concrete bricks and blocks. Construction and Building Materials. 2002; 16(5): 281-89.

DOI: 10.1016/s0950-0618(02)00019-3

Google Scholar

[5] Tam VWY. Comparing the implementation of concrete recycling in the Australian and Japanese construction industries. Journal of Cleaner Production. 2009; 17(7): 688-702.

DOI: 10.1016/j.jclepro.2008.11.015

Google Scholar

[6] Marinkovic S, Radonjanin V, Malesev M, Ignjatovic I. Comparative environmental assessment of natural and recycled aggregate concrete. Waste Management. 2010; 30(11): 2255-64.

DOI: 10.1016/j.wasman.2010.04.012

Google Scholar

[7] Aqil U, Tatsuoka F, Uchimura T. Strength and Deformation Characteristics of Recycled Concrete Aggregate in Triaxial Compression. In: Paul WM, Ellen R, Jason D, Amy R, Jerry Y, Sunil S, et al., editors. Site Characterization and Modeling GeoFrontiers 2005. Austin, Texas, United States: ASCE; 2005. p.20.

DOI: 10.1061/40785(164)20

Google Scholar

[8] Chen H-J, Yen T, Chen K-H. Use of building rubbles as recycled aggregates. Cement and Concrete Research. 2003; 33(1): 125-32.

DOI: 10.1016/s0008-8846(02)00938-9

Google Scholar

[9] Evangelista L, de Brito J. Durability performance of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites. 2010; 32(1): 9-14.

DOI: 10.1016/j.cemconcomp.2009.09.005

Google Scholar

[10] Sutcu M, Akkurt S. The use of recycled paper processing residues in making porous brick with reduced thermal conductivity. Ceramics International. 2009; 35(7): 2625–31.

DOI: 10.1016/j.ceramint.2009.02.027

Google Scholar