Journal of Civil Engineering and Construction Technology
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Article Number - 10C27BC63356


Vol.8(2), pp. 11-19 , February 2017
DOI: 10.5897/JCECT2016.0421
ISSN: 2141-2634



Full Length Research Paper

Use of waste rubber tyres as aggregate in concrete



Abubaker M. Almaleeh*
  • Abubaker M. Almaleeh*
  • Structural Engineering Department, Pan African University, Institute for Basic Sciences, Technology and Innovation, at Jomo Kenyatta University of Agriculture and Technology (JKUAT), Juja, Kenya.
  • Google Scholar
Stanley M. Shitote
  • Stanley M. Shitote
  • Department of Civil and Structural Engineering, Moi University, Kenya.
  • Google Scholar
Timothy Nyomboi
  • Timothy Nyomboi
  • Department of Civil and Structural Engineering, Moi University, Kenya.
  • Google Scholar







 Received: 28 October 2016  Accepted: 16 November 2016  Published: 28 February 2017

Copyright © 2017 Author(s) retain the copyright of this article.
This article is published under the terms of the Creative Commons Attribution License 4.0


Recycling can be a viable option in the waste management of many materials. Noting the increasing volumes and difficulty in the disposal of wastes from rubber tyres, this paper discusses test results of use of recycled tyres in concrete for possible application in the construction industry. In 2008, around one billion end-of-life tyres (ELTs) were being produced globally each year. As a possible means of disposing the tyres, it is proposed to use rubber tyres as coarse and fine aggregate in concrete. Tyres cut into pieces with maximum size of 20 mm to use as coarse aggregate, and crumb rubber tyres used as fine aggregate. The replacement of the rubber tyres aggregates in concrete was done in three phases. In the first phase, fine rubber tyres aggregates were used to replace 50% of the normal sand. Secondly, coarse rubber aggregates tyres were used in the replacement of 50% of the normal gravel. Finally, both fine and coarse rubber tyres aggregates were used to replace the sand and gravel by 25, 50, 75 and 100%. Compressive strength, splitting tensile, and flexural strength tests were conducted according to the various BS codes. Although concrete made from tyres had lower strength than the normal concrete, it had elastic failure behaviour. It did not collapse completely when tested. The cohesiveness was an advantage for using it in places such as landscaping, sports field ground, architectural finishing, and other engineering applications. This paper also demonstrated the variation in the compressive strength of the non-conventional concrete when the BS and ACI methods are used in the design of the mix.

Key words: Recycling, rubber tyres, compressive strength, tensile test, flexural strength.

ACI 211.1-91, A. C. (1997). Standard Practice for Selecting Proportions for Normal Heavyweight, and Mass Concrete, ACI 211.1-91. Manual of Concrete Practice, (Reapproved), 1-38.

 

ASTM C33 /C33M-16, A. commitee. (2000). ASTM C33 / C33M-16, Standard Specification for Concrete Aggregates.

 

Batayneh MK, Marie I, Asi I (2008). Promoting the use of crumb Rubber Concrete in Developing Countries. Waste Manag. 28(11):2171-2176.
Crossref

 

Bignozzi M C, Sandrolini F (2006). Tyre rubber waste recycling in self-compacting concrete. Elsevier Ltd., Five. 
Crossref

 

Bohm and Partner (2011). Strategic Alliance (PPP) with the Cement Industry and Tyre Manufacturers and Dealers in Kenya. Germany: INTRASTRUKTUR & UMWELT.

 

BS 812 Part 2 (1995). Testing aggregates. Methods of determination of density. England: British Standard Institution.

 

BS 812-103.1. (1985). Testing aggregates. Methods for determination of particle size distribution. England: British Standard Institution.

 

BS 812-112. (1990). Testing aggregates. Methods for determination of aggregate impact value (AIV). England: British Standard Institution.

 

BS EN 12390-2. (2009). Testing hardened concrete. Making and curing specimens for strength tests. England: British Standard Institution.

 

Grinys A, Sivilevi H, Daukšys M (2012). Tyre Rubber Additive Effect on Concrete Mixture Strength. J. CIVIL ENG. MANAGE. Ten.
Crossref

 

Lu C, Chang J-R, Maw TL (2015). Use of waste rubber as concrete additive. (April 2006), 68–76.

View

 

Neil NE, Senouci AB (1994). Rubber-tire particles as concrete aggregate. ASCE, Nineteen. 5(4):478-496.

 

Otieno OV (2015). Strength Characteristics of Rubber Derived Concrete. Kenya: University of Nairobi.

 


APA Almaleeh, A. M., Shitote, S. M., & Nyomboi, T. (2017). Use of waste rubber tyres as aggregate in concrete. Journal of Civil Engineering and Construction Technology, 8(2), 11-19.
Chicago Abubaker M. Almaleeh, Stanley M. Shitote and Timothy Nyomboi. "Use of waste rubber tyres as aggregate in concrete." Journal of Civil Engineering and Construction Technology 8, no. 2 (2017): 11-19.
MLA Abubaker M. Almaleeh, Stanley M. Shitote and Timothy Nyomboi. "Use of waste rubber tyres as aggregate in concrete." Journal of Civil Engineering and Construction Technology 8.2 (2017): 11-19.
   
DOI 10.5897/JCECT2016.0421
URL http://academicjournals.org/journal/JCECT/article-abstract/10C27BC63356

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