WATER PERMEABILITY AND CHLORIDE AND SULPHATE RESISTANCE OF RUBBERISED FIBRE MORTAR
DOI:
https://doi.org/10.33736/jcest.1741.2019Keywords:
Curing method, durability, oil palm fruit fibre, rubberised fibre mortar, treated crumb rubberAbstract
Non-biodegradable solids such as waste tyres and oil palm fruit fibre (OPFF) would cause environmental problems if not disposed properly. This research studied the water permeability and chloride and sulphate resistance of mixes with addition of OPFF and sand replacement with Treated Crumb Rubber (TCR). The mix known as Rubberised Fibre Mortar (RFM) is a composite of 10% to 30% of TRC and addition of 1% to 1.5% of OPFF. In total sixteen different mixes, with water to cement ratio of 0.48 were prepared and subjected to related tests up to 56 days. The specimens are separated to two water curing types; immersion and spraying. The results show immersion cured specimens is less permeable and more resistance to chloride and sulphate than spraying specimens. The TCR does reduce the water permeability of the mix when 20% and less replacement made, while addition of less than 1% OPFF allows medium permeability. The moderate chloride resistance is achieved in mix with less than 10% TCR replacement and OPFF is not added. While sulphate resistance of RFM with less than 30% TCR is acceptable but addition of OPFF must be limited to 1% to prevent large strength reduction. In conclusion, for indoor mortar applications such as partition wall, RFM made of less than 10% TCR and less than 1% OPFF is recommended.
References
Oyetola, E. B., and Abdullahi, M., 2006.The use of rice husk ash in low-cost sandcrete block production. Leonardo Electronic Journal of Practices and Technologies, Vol 8, No 1, pp. 58-70
Elinwa, A. U. and Awari, A., 2001. Groundnut husk ash concrete, Nigerian Journal of Engineering Management, Vol.2, No. 1, pp. 8-15
Apata, A. O., and Alhassan, A. Y., 2012.Evaluating locally available materials as partial replacement for cement, Journal of Emerging Trends in Engineering and Applied Sciences, Vol 3, No. 4, pp.725-728
Pierce, C. E, & Blackwell, M. C., 2003. Potential of scrap tire rubber as lightweight aggregate in flowable fill, Waste Management, Vol. 23, No.3, pp.197-208
https://doi.org/10.1016/S0956-053X(02)00160-5
Ketkukah, T. S., Wambutda, W., and Egwurube, J., 2004.The use of mining tailing waste as a concrete material," Research and Publication Association of Nigeria Review Journal, Vol. 2, No. 2, pp. 38-40
Thiruvangodan, S. K., 2006. Waste tyre management in Malaysia, Thesis (Master's), Universiti Putra Malaysia, Malaysia
Siddique, R., and Naik, T. R. 2004. Properties of concrete containing scrap-tire rubber-an overview. Waste management, Vol. 24, No.6, pp. 563-569
https://doi.org/10.1016/j.wasman.2004.01.006
Mohammed, B., S, Hossain, K. M. A., Swee, J. T. E., Wong, G., and Abdullahi, M., 2012. Properties of crumb rubber hollow concrete block, Journal of Cleaner Production, Vol. 23, No. 1, pp. 57-67
https://doi.org/10.1016/j.jclepro.2011.10.035
Shtayeh, S. M. S., 2007.Utilization of waste tires in the production of non-structural Portland cement concrete, Thesis (Master's), An-Najah National University, Nablus, Palestine
Batayneh, M. K., Marie, I., & Asi, I., 2008. Promoting the use of crumb rubber concrete in developing countries,Waste Management, Vol. 28, No.11, pp. 2171-2176,
https://doi.org/10.1016/j.wasman.2007.09.035
Ganjian, E., Khorami, M., and Maghsoudi, A. A., 2009. Scrap-tyre-rubber replacement for aggregate and filler in concrete, Construction and Building Materials, Vol. 23, No. 5, pp. 1828-1836
https://doi.org/10.1016/j.conbuildmat.2008.09.020
Ali, N.A., Amos, A.D., Roberts, M., 1993. Use of ground rubber tires in Portland cement concrete. In: Dhir, R.K. (Ed.), Proceedings of the International Conference on Concrete 2000, University of Dundee, Scotland, UK, pp. 379-390
Balaguru, P. N., and Shah, S. P, 1992. Fiber-Reinforced Cement Composites, McGraw Hill Inc. New York, USA
Ismail, M. A., and Hashim, H., 2008. Palm oil fiber concrete. In: Proceedings of the 3th ACF International Conference Sustainable Concrete Technology and Structures in Local Climate and Environmental Conditions, Ho Chi Minh City, Vietnam
Farah N. A. Abd. Aziz, Sani M. B., Noor Azline, M.N, Jaafar M. S., 2016. A Comparative Study of the Behaviour of Treated and Untreated Tyre Crumb Mortar with Oil Palm Fruit Fibre Addition, Journal of Science and Technology, PERTANIKA
Aziz, F. N. A. A., Bida, S. M., Nasir, N. A. M., and Jaafar, M. S., 2014. Mechanical properties of lightweight mortar modified with oil palm fruit fibre and tire crumb, Construction and Building Materials, Vol. 73, pp. 544-550
https://doi.org/10.1016/j.conbuildmat.2014.09.100
Benazzouk, A., Douzane, O., Langlet, T., Mezreb, K., Roucoult, J. M., & Quéneudec, M., 2007. Physico-mechanical properties and water absorption of cement composite containing shredded rubber wastes, Cement and Concrete Composites, Vol.29, No. 10, pp. 732-740
https://doi.org/10.1016/j.cemconcomp.2007.07.001
Segre, N., Monteiro, P. J. M., and Sposito, G., 2002. Surface characterization of recycled tire rubber to be used in cement paste matrix," Journal of Colloid and Interface Science, Vol.248, No.2, pp. 521-523.
https://doi.org/10.1006/jcis.2002.8217
M. Ahmad Musa et al., 2015. Effect of Curing Methods on Carbonation Depth of Rubberised Fibre Mortar, Applied Mechanics and Materials, Vol. 802, pp. 124-129.
https://doi.org/10.4028/www.scientific.net/AMM.802.124
American Society for Testing and Material, 2001. Standard specification for Portland cement (ASTM C150), Philadelphia, PA, USA.
American Society for Testing and Material, 2004. Standard Specification for Concrete Aggregates (ASTM C33), West Conshohocken, PA, USA.
American Society for Testing and Material, 2007. Standard test method for density, relative density (specific gravity) and absorption of fine aggregate (ASTM C128), Philadelphia, PA. USA.
American Society for Testing and Material, 2007. Standard test method for flow of hydraulic cement mortar (ASTM C1437), West Conshoshocken, PA, USA.
BS1881-114 (1983). Testing concrete: methods for determination of density of hardened concrete. British Standards Institution (BSI), London.
British Standard Institution (BSI), 2000. Depth of penetration of water under pressure (BS EN12390-8), London.
American Society for Testing and Material, 2005. Standard test method for electrical indication of concrete's ability to resist chloride ion penetration (ASTM C1202), West Conshohocken, PA. USA.
James, G. W., 1994. Sulphate attack on hardened cement paste, Cement and Concrete Research, Vol. 24, No. 4, pp. 735-742.
https://doi.org/10.1016/0008-8846(94)90199-6
Bala, M., and Mohammad, I., 2012. Performance of natural rubber latex modified concrete in acidic and sulphated environments, Construction and Building Materials, Vol 31, pp.129-134.
https://doi.org/10.1016/j.conbuildmat.2011.12.099
Jinhua Xu1, Sili Chen, He Yu, and Ying Wang, 2015. Crumb Rubber Concrete Deterioration Caused by Sulphate, 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015), pp. 539-542, Published by Atlantis Press.
Gupta, T., Chaudhary, S., and Sharma, R. K., 2014. Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate, Construction and Building Materials, Vol. 73, pp. 562-574.
https://doi.org/10.1016/j.conbuildmat.2014.09.102
Khatib, Z. K., and Bayomy, F. M., 1999. Rubberized Portland cement concrete. Journal of Materials in Civil Engineering, Vol.11, No. 3, pp. 206-213.
https://doi.org/10.1061/(ASCE)0899-1561(1999)11:3(206)
Neville, A. M., 1996. Properties of concrete (4th Ed.), Longman, London
Deutscher Institute Fur Normung, 2000. Part 2: German Standard Test methods of concrete impermeability to water (DIN 1048), Germany.
N. Oikonomou, S. Mavridou, 2009. Improvement of chloride ion penetration resistance in cement mortars modified with rubber from worn automobile tires, Cement & Concrete Composites, Vol 31, pp. 403-407.
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