Effects of Recycled Tires Rubber Aggregates on the Characteristics of Cement Concrete
Affiliation(s)
Laboratory of Materials, Department of Civil Engineering, Faculty of Sciences and Engineering, University of M’Sila, M’Sila, Algeria.
Laboratory of Materials, Department of Civil Engineering, Faculty of Sciences and Engineering, University of M’Sila, M’Sila, Algeria.
ABSTRACT
This experimental work investigates the impact of substituting part of the conventional aggregates with rubber aggregates on certain characteristics of the cement concretes. This incorporation of rubber aggregates resulting from cutting worn tires in practical sizes decreases the mechanical resistances of the concretes while improving slightly the fluidity of the tested mixtures. The effect of these aggregates on the shrinkage of the concretes at an early age is appreciable and even very interesting for the concretes used, for example, in road construction. This technique of cutting worn tires without any further treatment makes it accessible to everyone which helps not only in saving the environment by getting rid of this cumbersome waste but also in saving traditional aggregates.
This experimental work investigates the impact of substituting part of the conventional aggregates with rubber aggregates on certain characteristics of the cement concretes. This incorporation of rubber aggregates resulting from cutting worn tires in practical sizes decreases the mechanical resistances of the concretes while improving slightly the fluidity of the tested mixtures. The effect of these aggregates on the shrinkage of the concretes at an early age is appreciable and even very interesting for the concretes used, for example, in road construction. This technique of cutting worn tires without any further treatment makes it accessible to everyone which helps not only in saving the environment by getting rid of this cumbersome waste but also in saving traditional aggregates.
Cite this paper
Z. Boudaoud and M. Beddar, "Effects of Recycled Tires Rubber Aggregates on the Characteristics of Cement Concrete," Open Journal of Civil Engineering, Vol. 2 No. 4, 2012, pp. 193-197. doi: 10.4236/ojce.2012.24025.
Z. Boudaoud and M. Beddar, "Effects of Recycled Tires Rubber Aggregates on the Characteristics of Cement Concrete," Open Journal of Civil Engineering, Vol. 2 No. 4, 2012, pp. 193-197. doi: 10.4236/ojce.2012.24025.
References
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[1] E. Ganjian, M. Khorami and A. A. Maghsoudi, “ScrapTire-Rubber Replacement Foraggregate and Filler in Concrete,” Construction and Building Materials, Vol. 23, No. 5, 2009, pp. 1828-1836. doi:10.1016/j.conbuildmat.2008.09.020 [2] M. K. Batayneh, M. Iqbal and A. Ibrahim, “Promoting the Use of Crumb Rubber Concrete in Developing countries,” Waste Management, Vol. 28, No. 11, 2008, pp. 2171- 2176. [3] I. B. Topcu and A. Demir, “Durability of Rubberized Mortar and Concrete,” ASCE Journal of Materials in Civil Engineering, Vol. 19, No. 2, 2007, pp. 173-178. doi:10.1061/(ASCE)0899-1561(2007)19:2(173) [4] F. Hernandez-Olivares and G. Barluenga, “Fire Performance of Recycled Rubber-Filled High-Strength Concrete,” Cement and Concrete Research, Vol. 34, No. 1, 2004, pp. 109-117. doi:10.1016/S0008-8846(03)00253-9 [5] C. E. Pierce and M. C. Blackwell, “Potential of Scrap Tire Rubber as Lightweight Aggregate Inflowable Fill,” Waste Management, Vol. 23, No. 3, 2003, pp. 197-208. [6] S. Sgobba, G. C. Marano, M. Borsa and M. Molfetta, “Use of Rubber Particles from Recycled Tires as Concrete Aggregate for Engineering Applications,” Coventry University and The University of Wisconsin Milwaukee Centre for By-Products Utilization, 2nd International Conference on Sustainable Construction Materials and Technologies, Ancona, 28-30 June 2010, 11 p. [7] A. Benazzouk, K. Mezreb, G. Doyen, A. Goullieux and M. Quéneudec, “Effect of Rubber Aggregates on the Physico-Mechanical Behavior of Cement-Rubber Composites-Influence of the Alveolar Texture of Rubber Aggregates,” Cement and Concrete Composites, Vol. 25, No. 7, 2003, pp. 711-720. doi:10.1016/S0958-9465(02)00067-7 [8] A. Benazzouk, O. Douzane and M. Quéneudec, “Transport of Fluids in Cement-Rubber Composites,” Cement and Concrete Composites, Vol. 26, No. 1, 2004, pp. 21-29. doi:10.1016/S0958-9465(02)00119-1 [9] U. B. Top?u, “The Properties of Rubberized Concrete,” Cement and Concrete Research, Vol. 25, No. 2, 1995, pp. 304-310. doi:10.1016/0008-8846(95)00014-3 [10] A. Benazzouk and M. Queneudec, “Durability of CementRubber Composites under Freeze Thaw Cycles,” Proceeding of International congress of Sustainable Concrete Construction, Dundee, September 2002, pp. 355-362. [11] N. A. Ali, A. D. Amos and M. Roberts, “Use of Ground Rubber Tyres in Portland Cement Concrete,” Proceedings of International Conference on Concrete, University of Dundee, Dundee, 1993, pp. 379-390. [12] N. N. Eldin and A. B. Senouci, “Rubber-Tyre Particles as Concrete Aggregate,” Journal of Materials in Civil Engineering, Vol. 5, No. 2, 1993, pp. 478-496. doi:10.1061/(ASCE)0899-1561(1993)5:4(478) [13] G. Dreux, “Nouveau Guide du Béton,” 3th Edition, Eyrolles, France, 1981. [14] Z. Boudaoud, M. Beddar, A. Amroune, A. Yahi, B. Abdelli and C. H. Bourenane, “Rapport Scientifique Interne au Laboratoire de Développement des Géomatériaux,” Université de M’Sila, Algérie, 2008. [15] J. Baron and J.-P. Ollivier, “Les Bétons. Bases et Données Pour Leur Formulation,” Eyrolles, Paris, 1996. [16] D. Fedroff, S. Ahmad and B. Z. Savas, “Mechanical Properties of Concrete with Ground Waste Tyre Rubber,” Transportation Research Record, Vol. 1532, 1996, pp. 66-72. doi:10.3141/1532-10 [17] Z. K. Khatib and F. M. Bayomy, “Rubberised Portland Cement Concrete,” Journal of Materials in Civil Engineering, Vol. 11, No. 3, 1999, pp. 206-213. doi:10.1061/(ASCE)0899-1561(1999)11:3(206) [18] S. Bonnet, “Effet de l’Incorporation des Granulats Caoutchouc sur la Résistance à la Fissuration,” des Mortiers, XXIème Rencontres Universitaires de Génie Civil, Prix René Houpert, 2003. [19] M. Garros, “Composites Cimentaires Incorporant des Granulats Caoutchouc Issus du Broyage de Pneus Usagés: Optimisation de la Composition et Caractérisation,” Ph.D. Thesis, Université Paul Sabatier, Toulouse, 2007. [20] H. A. Toutanji, “The Use of Rubber Tire Particles in Concrete to Replace Mineral Aggregates,” Cement and Concrete Composites, Vol. 18, No. 2, 1996, pp. 135-139. doi:10.1016/0958-9465(95)00010-0 [21] Z. Li, F. Li and J. S. L. Li, “Properties of Concrete Incorporating Rubber Tyre Particles,” Magazine of Concrete Research, Vol. 50, No. 4, 1998, pp. 297-304. doi:10.1680/macr.1998.50.4.297 [22] M. M. Abdel-Wahab and M. E. Abdel-hameed, “Concrete Using Rubber Tyre Particles as Aggregates,” Proceedings of the International Symposium: Recycling and Reuse of Used Tyres, Thomas Telford Ltd., Dundee, 19-20 March 2001, pp. 251-259.