Effects of the partial replacements of Oil Palm Boiler Clinker (OPBC) on the density and compressive strength of concrete

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Muhammad Lutfi Othman
Noor Nabilah Binti Sarbini
Redzuan Abdullah
Mohamad Salleh Bin Yassin

Abstract

Purpose: Oil Palm Boiler Clinker (OPBC) is a promising waste material that can be deployed toward sustainable development. Researchers have been looking into the potential of industrial waste and by-products to provide an alternative to natural stone aggregates in concrete production. This study aims to determine an OPBC concrete mix eligible for lightweight reinforced precast concrete products according to BS EN 13369:2013.


Design/methodology/approach: The concrete mix design is determined via the trial mix method, where percentages of OPBC are varied as partial replacements in the control mix. Raw OPBC is collected from a local palm oil mill in Johor, Malaysia and is processed to be implemented in the concrete mix. Three 100mm cube samples of nine OPBC mixes and one control mix are tested and weighed on day 1, day 7, and day 28 to determine their cube compressive strength and density to BS EN 12390-3:2009. The mix that fulfils the requirements is the mix with 90% coarse clinker and 90% fine clinker, cured by the method of air curing, which achieved a cube compressive strength of 38.66N/mm2 and density of 1920kg/m3.


Findings: In conclusion, the results show that OPBC concrete is a green alternative to standard concrete that does not differ significantly in terms of strength while offering a density reduction of as much as 16%.


Originality/value: This paper is original


Paper type: Research paper

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[1] C. H. Ng, Z. Ideris, S. P. Narayanan, M. A. Mannan, and V. J. Kurian, “Engineering properties of oil palm shell (OPS) hybrid concrete for lightweight precast floor slab,” Sustain. Constr. Mater. Technol. - Int. Conf. Sustain. Constr. Mater. Technol., no. January, pp. 41–44, 2007.
[2] Y. Yardim, A. M. T. Waleed, M. S. Jaafar, and S. Laseima, “AAC-concrete light

weight precast composite floor slab,” Constr. Build. Mater., vol. 40, pp. 405–410, 2013, doi: 10.1016/j.conbuildmat.2012.10.011.
[3] J. Selwyn Babu and J. Rex, “Experimental investigation on lightweight concrete slabs,” Int. J. Recent Technol. Eng., vol. 7, no. 5, pp. 502–506, 2019.
[4] F. Sajedi and P. Shafigh, “High-Strength Lightweight Concrete Using Leca, Silica Fume, and Limestone,” Arab. J. Sci. Eng., vol. 37, no. 7, pp. 1885–1893, 2012, doi: 10.1007/s13369-012-0285-3.
[5] M. S. Shetty, Concrete technology: Theory and Practice. 2008.
[6] S. Ismail, K. W. Hoe, and M. Ramli, “Sustainable Aggregates: The Potential and Challenge for Natural Resources Conservation,” Procedia - Soc. Behav. Sci., vol. 101, pp. 100–109, 2013, doi: 10.1016/j.sbspro.2013.07.183.
[7] K. H. Mo, U. Johnson Alengaram, M. Z. Jumaat, and S. P. Yap, “Feasibility study of high volume slag as cement replacement for sustainable structural lightweight oil palm shell concrete,” J. Clean. Prod., vol. 91, pp. 297–304, 2015, doi: 10.1016/j.jclepro.2014.12.021.
[8] M. Aslam, P. Shafigh, and M. Z. Jumaat, “Oil-palm by-products as lightweight aggregate in concrete mixture: A review,” J. Clean. Prod., vol. 126, pp. 56–73, 2016, doi: 10.1016/j.jclepro.2016.03.100.
[9] C. Shi, Z. Wu, K. Lv, and L. Wu, “A review on mixture design methods for self- compacting concrete,” Constr. Build. Mater., vol. 84, pp. 387–398, 2015, doi: 10.1016/j.conbuildmat.2015.03.079.
[10] M. Aslam, P. Shafigh, M. Alizadeh Nomeli, and M. Zamin Jumaat, “Manufacturing of high-strength lightweight aggregate concrete using blended coarse lightweight aggregates,” J. Build. Eng., vol. 13, pp. 53–62, 2017, doi: 10.1016/j.jobe.2017.07.002.
[11] M. H. Ahmad and S. Mohd, “Mechanical Properties of Palm Oil Clinker Concrete,”
1st Eng. Conf. Energy Environ. Conf. Energy Environ., no. December, 2007.
[12] P. Shafigh, H. Bin Mahmud, M. Z. Bin Jumaat, R. Ahmmad, and S. Bahri, “Structural lightweight aggregate concrete using two types of waste from the palm oil industry as aggregate,” J. Clean. Prod., vol. 80, pp. 187–196, 2014, doi: 10.1016/j.jclepro.2014.05.051.
[13] V. I. Otti, H. I. Ifeanyichukwu, F. C. Nwaorum, and F. U. Ogbuagu, “Sustainable Oil Palm Waste Management in Engineering Development,” Civ. Environ. Res., vol. 6, no. 5, pp. 121–126, 2014.
[14] D. C. Teychenné, R. E. Franklin, H. C. Erntroy, D. W. Hobbs, and B. K. Marsh,
14

“Design of Normal Concrete Mixes Second Edition,” pp. 1–38, 1997.
[15] British Standards Institution BSI, “BS EN 12390-3:2009 Compressive Strength of Test Specimens,” vol. 3, no. 1, pp. 420–457, 2009.
[16] E. G. Nawy, Concrete Construction Engineering Handbook. New York: CRC Press LLC, 1997.
[17] M. Mortazavi and M. Majlessi, “Evaluation of Silica Fume Effect on Compressive Strength of Structural Lightweight Concrete Containing LECA as Lightweight Aggregate,” Adv. Mater. Res., vol. 626, pp. 334–349, 2012, doi: 10.4028/www.scientific.net/AMR.626.344.
[18] ASTM C330, “Standard Specification for Lightweight Aggregates for Structural Concrete,” ASTM Int., vol. 552, no. 18, p. 4, 2009, doi: 10.1520/C0330.
[19] British Standards Institution BSI, BS EN 13369:2018 Common rules for precast concrete products. 2018.
[20] Construction Research Institute of Malaysia, Specification for the Design, Manufacture & Construction of Precast Concrete Structures 1. 2016.
[21] British Standards Institution, “BS1881-125:2013: Methods for mixing and sampling fresh concrete in the laboratory,” Bs 1881-1252013, pp. 1–8, 2013, doi: Construction Standard, CS1:2010.
[22] British Standards Institution BSI, BS EN 12350-2:2009 Testing fresh concrete - Part 2: Slump-test. 2009.
[23] British Standards Institution BSI, “BS EN 206 — Specification , performance , production and conformity,” Br. Stand., no. May, p. 30, 2013.