Cracking Tendency of Self-Compacting Concrete Containing Crumb Rubber as Fine Aggregate

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The utilization of crumb rubber particles extracted from waste tires in the production of self-compacting concrete (SCC) is a decent and sustainable solution to mitigate the impacts of such waste on environment. The aim of this study is to evaluate the cracking tendency of SCC with different content of crumb rubber extracted from waste tires. Five SCC mixtures were prepared. The reference mix was made with natural sand while the other four mixes were made with crumb rubber in which the natural sand was volumetrically replaced by crumb rubber at ratios of 10 %, 20 %, 30 % and 40 %, respectively. The results show that the addition of crumb rubber delays the cracking of concrete. The cracking time increases with the increase of the rubber content. The results also reveal that the addition of rubber particles not only increases the cracking time but also reduces the initial and final crack width.

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55-60

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July 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. S. Thomas, R. C. Gupta, A comprehensive review on the applications of waste tire rubber in cement concrete, Renew. Sustain. Energy Rev. 54 (2016) 1323-1333.

DOI: 10.1016/j.rser.2015.10.092

Google Scholar

[2] ETRA, The European Tyre Recycling Association available at http: /www. etra. eu. org (last accessed: 20-8-2016).

Google Scholar

[3] K. B. Najim, M. R. Hall, A review of the fresh/hardened properties and applications for plain and self-compacting rubberised concrete. Constr. Build. Mater. 24(11) (2010) 2043-2051‏.

DOI: 10.1016/j.conbuildmat.2010.04.056

Google Scholar

[4] A. Turatsinze, S. Bonnet, J. L. Granju, Potential of rubber aggregates to modify properties of cement based-mortars: improvement in cracking shrinkage resistance. Constr. Build. Mater. 21(1) (2007) 176-181‏.

DOI: 10.1016/j.conbuildmat.2005.06.036

Google Scholar

[5] A. Turatsinze, M. Garros, On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates. Resources, Conserv. Recycl. 52(10) (2008) 1209-1215.

DOI: 10.1016/j.resconrec.2008.06.012

Google Scholar

[6] ASTM, C. 1581., Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage(2009), pp.1-7.

DOI: 10.1520/c1581_c1581m-09a

Google Scholar

[7] ASTM 157/C 157M-03" Standard Test Method for Length Change of Hardened Hydraulic-Cement, Mortar, and Concrete" ASTM International, West Conshohocken, PA, (2003).

Google Scholar

[8] K. B. Najim, M. R. Hall, Mechanical and dynamic properties of self-compacting crumb rubber modified concrete. Constr. Build. Mater. 27(1) (2012) 521-530‏.

DOI: 10.1016/j.conbuildmat.2011.07.013

Google Scholar