Durability Performance of Polymeric Waste Crumb Rubber as Fine Aggregates Replacement in Concrete

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This paper presents a study on durability performance of polymeric waste crumb rubber as partial fine aggregates replacement in concrete grade 30. The use of aggregates as constituent in concrete production commonly lead to a question about the sources of natural aggregates since concrete consumption has been increasing nowadays. Rubberized concrete has been introduced whereby natural fine aggregates are being replaced with crumb rubber in concrete since there are problems with availability of natural sand as fine aggregate material. Besides, polymeric waste materials production has been increasing. Crumb rubber used in this study was manufactured by special mill where scrap tire rubber is grinded and screened into smaller size of particles. Rubberized concrete is produced by mixing with different percentages of 10, 20 and 30% of crumb rubber as fine aggregates replacement. Water cement ratio of 0.53 and curing periods for 28 days and 60 days were considered in this study. The water absorption test was conducted to determine the percentages of water absorption, while water permeability test was conducted to determine the coefficient of permeability in concrete. Absorption and permeability are governed by the capillary pores in the cement paste. Pores that are too large resulted in high absorption and permeability, while pores that are small resulted in a low absorption and permeability. The durability performance in term of water absorption and water permeability in concrete was improved by introducing crumb rubber as polymeric waste materials to replace fine aggregates in concrete. The recycling and reusing of polymeric waste materials in concrete attract the interest worldwide which can promote sustainability and reduce the high environmental impact of the concrete technology.

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508-515

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November 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Arum, C., & Olotuah, A. O. (2006). Making of Strong and Durable Concrete. Emirates Journal for Engineering Resesarch, 25 - 31.

Google Scholar

[2] Shetty, M. S. (2013). Concrete Technology Theory and Practice. S. Chand & Company PVT. Ltd.

Google Scholar

[3] Tukiman, S. A., & Mohd, S. (2009). Investigate the Combination of Coconut Shell and Grained Palm Kernel to Replace Aggregate in Concrete: A Technical Review. National Conference on Postgraduate Research.

Google Scholar

[4] Batayneh, M. K., Marie, I., & Asi, I. (2007). Promoting the use of crumb rubber concrete in developing countries. Elsevier.

DOI: 10.1016/j.wasman.2007.09.035

Google Scholar

[5] Rahman, M. M., Islam, M. A., & Ahmed, M. (2012).

Google Scholar

[6] Saikia, N., & Jorge de Brito. (2013). Recycled Aggregate in Concret. London: Springer-Verlag.

Google Scholar

[7] Dhir, R. K., Paine, K. A., Dyer, T. D., & Tang, M. C. (2004). Value - added recycling of domestics, industrial and construction arisings as concrete aggregate. Concrete Engineering International, Vol. 8(Issue 1), 43-48.

Google Scholar

[8] Khatib, Z. M. (2005). Properties of concrete incorporating fine recycled aggregate. Cement and Concrete Research, Vol. 35(Issue 4), 763-769.

DOI: 10.1016/j.cemconres.2004.06.017

Google Scholar

[9] Yerramala, A., & Ramachandrudu. (2012). Properties of Concrete with Coconut Shells as Aggregate Replacement. International Journal of Engineering Inventions, Vol. 1(Issue 6), 21 - 31.

Google Scholar

[10] British Standard Institution, BS 812-103. 1 (1985). Testing aggregates. Methods for determination of particle size distribution.

Google Scholar

[11] British Standard Institution, BS 882 (1992). Specification for Aggregates from natural sources for concrete.

Google Scholar

[12] Department of Environment (DOE). (1988). Design of Normal Concrete Mixes. United Kingdom: BRE Publication.

Google Scholar

[13] British Standard Institution, BS 1881: Pt. 125 (1986). Testing concrete. Methods for mixing and sampling fresh concrete in the laboratory.

Google Scholar

[14] British Standard Institution, BS EN 12350 – 2 (2000). Testing concrete. Method for determination of slump.

Google Scholar

[15] British Standard Institution, BS 1881: Part 111 (1983). Testing concrete. Method of normal curing of test specimens.

Google Scholar

[16] British Standard Institution, BS 1881 Part 122 (2011). Method for Determination of Water Absorption.

Google Scholar

[17] Concrete Society Technical Report 31. (1988). Permeability of Concrete - a Review of testing and Experience. London: Concrete Society.

Google Scholar

[18] British Standard Institution, BS EN 12390 – 2 (2000). Method for Determination of Water Permeability.

Google Scholar

[19] Valenta, O. (1969). Kinetics of Water Penetration into Concrete as an Important Factor of its Deterioration and of Reinforcement Corrosion. Prague: RILEM International Symposium on the Durability of Concrete.

Google Scholar

[20] Concrete Society Technical Report 31. (1988). Water and Gas Permeability Test. London: Concrete Society.

Google Scholar

[21] Pacheco-Torgal, F., Ding, Y., & Jalali, S. (2012). Properties and Durability of Concrete Containing Polymeric Waste (Tyre Rubber and Polyethylene Terephthalate Bottles), 714 - 724.

DOI: 10.1016/j.conbuildmat.2011.11.047

Google Scholar

[22] Azmi, N. J., Mohammed, B. S., & Al - Mattarneh, H. M. (2008). Engineering Properties of Concrete Containing Recycled Tire Rubber. International Conference on Construction and Building Technology, 373-382.

Google Scholar

[23] Sikontasukkul, P., & Wiwatpattanapong, S. (2009). Lighweight Concrete Mixed with Superfine Crumb Rubber Powder Part 1: Insulation Properties. The Journal of KMUTNB, Vol. 19.

Google Scholar

[24] CEB. (1989). Diagnosis and assessment of concrete structures - state of art report. CEB Bull.

Google Scholar

[25] Neville, A. M. (1997). Properties of Concrete 4 Edition. England: Longman Group Limited.

Google Scholar