Research Article | OPEN ACCESS
Exploratory Study of Rubber Seed Shell as Partial Coarse Aggregate Replacement in Concrete
K. Muthusamy, N. Nordin, G. Vesuvapateran, M. Ali, N.A. Mohd Annual, H. Harun and H. Ullap
Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang,
Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia
Research Journal of Applied Sciences, Engineering and Technology 2014 6:1199-1202
Received: March 19, 2013 | Accepted: April 08, 2013 | Published: February 15, 2014
Abstract
Malaysia being a major rubber trees growing country has been generating a large amount of rubber seed shell which regarded as waste. At the same time, the growing construction industry which boosts the concrete production trade has results in higher consumption of natural coarse aggregate which open the door for depletion of this material in future. This study focuses on investigating the possibility of integrating crushed rubber seed shell as partial coarse aggregate replacement material in concrete making. Total of five mixes consisting various content of crushed rubber seed shell as partial coarse aggregate replacement ranging from 0, 5, 10, 15 and 20%, respectively were prepared in form of cubes. All the specimens were water cured before tested at 7 and 28 days. The workability test, compressive strength test and flexural strength test of the mixes was conducted in accordance to MS26 Part 1: Section 2, BSEN 12390 and ASTM 293-79 respectively. Generally, workability, compressive strength and flexural strength decrease with the increase in the crushed rubber seed shell replacement level. However, mix consisting around 10% of crushed rubber seed shell is suitable for the application in concrete work.
Keywords:
Concrete, crushed rubber seed shell, engineering properties, partial coarse aggregate replacement, water curing, workability,
References
-
Abdullahi, M., 2012. Effect of aggregate type on compressive strength of concrete. Int. J. Civil Struct. Eng., 2(3): 791-800.
CrossRef
-
ASTM C 150-05, 2005. Standard Specification for Portland Cement. American Society for Testing and Material, Annual Book of ASTM Standards, West Conshohocken, PA, Vol. 04.01.
-
ASTM C 293-79, 2005. 2005. Standard Test Method for Flexural Strength of Concrete. American Society for Testing and Material, Annual Book of ASTM Standards.
-
Bashar, U.M., W.L. Foo, K.M.A. Hossain and M. Abdullahi. 2013. Shear strength of palm oil clinker concrete beam. Mater. Design, 46: 270-276.
CrossRef
-
BSEN 12390-3, 2009. Testing Hardened Concrete- Compressive Strength of Test Specimens. British Standards Institution, London.
-
Daneshmand, S. and O. Saadatian, 2011. Influence of oil palm shell on study ability and compressive strength of high strength concrete. Ann. Facult. Eng. Hunedoara-Int. J. Eng., 2(1): 51-56.
-
Eka, H.D., Y. Tajul Aris and W.A. Wan Nadiah, 2010. Potential use of Malaysia rubber (Hevea brasiliensis) seed as food, feed and biofuel. Int. Food Res. J., 17: 527-534.
-
Falade, F., E.E. Ikponmwosa and N.I. Ojediran, 2010. Behaviour of lightweight concrete containing periwinkle shell at elevated temperature. J. Eng. Sci. Technol., 5(4): 379-390.
-
Gunasekaran, K., R. Annadurai and P.S. Kumar, 2012. Long term study on compressive and bond strength of coconut shell aggregate concrete. Constr. Build. Mater., 28: 208-215.
CrossRef -
Johnson Alengaram, U., B.A. Al Muhit and M.Z. Jumaat, 2013. Utilization of oil palm kernel shell in lightweight aggregate concrete-a review. Constr. Build. Mater., 38: 161-172.
CrossRef
-
Mannan, M.A. and C. Ganapathy, 2004. Concrete from an agricultural waste-Oil Palm Shell (OPS). Build. Environ., 39: 441-448.
CrossRef -
Neville, A.M., 2005. Properties of Concrete. 4th Edn., Pearson Education Ltd., England.
-
Oladoja, N.A., I.O.Asia, C.O. Aboluwoye, Y.B. Oladimeji and A.O. Ashogbon, 2008. Studies on the sorption of basic dye by rubber (Hevea brasiliensis) seed shell. Turk. J. Eng. Environ. Sci., 32: 143-152.
-
Wai, H.K., M. Ramli, J.K. Khen and M.Z Suleiman, 2012. Influence of the amount of recycled coarse aggregate in concrete design and durability properties. Constr. Build. Mater., 26(1): 565-573.
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
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