Properties of Micro Fine Quarry Dust Concrete

Volume 1, Issue 1
NUR HANANI ABDUL RAHIM, KARTINI KAMARUDDIN,HAMIDAH MOHD SAMAN
Published online: 21 June 2015
Article Views: 47

Abstract
In this paper, the replacement of cement by Micro Fine Quarry Dust (MFQD)- a white material produced by-product from the quarry, in concrete mixture seen to be a reliable source in terms of strength and rate of water absorption. There were five (5) percentages of cement replacement with MFQD, which are 3%, 5%, 10%, 15%, and 20%, and tested at 7, 28, 60, and 90 days after water curing. The concrete mixture was prepared using a 0.6 and 0.3 w/b ratio. The results showed that the replacement of MFQD up to 15% could improve the strength of the concrete since the mix from both w/b ratios achieved the targeted strength. While in terms of water absorption, the highest MFQD replacement is at 20%, in which the rate of water absorption was below 10% by mass. This study shows that about 20% of MFQD can be used to replace cement. This study would be beneficial for the construction industry.
Reference
- M. Rubenstein. (2012). Emission from Cement Industry, Climate Matters [Online] . The Earth Institute Columbia University. Available at: https://blogs.ei.columbia.edu/2012/05/09/emissions-from-the-cement-industry/
- D. J. Barker, S. A. Turner, P. A. Napier-Moore, M. Clark and J. E. Davison, “CO2 capture in the cement industry,” in Proc. of the 9th International Conference on Greenhouse Gas Control Technologies, GHGT-9, Washington DC, United State, Vol.1, no. 1, pp. 87-94, 2009. https://dx.doi.org/10.1016/j.egypro.2009.01.014
- Y. Wang, Q. Zhu and Y. Geng, “Trajectory and driving factors for GHG emissions in the Chinese cement industry,” Journal of Cleaner Production, Vol. 53, pp. 252-260, 2013. https://dx.doi.org/10.1016/j.jclepro.2013.04.001
- R. Ilangovana and K. Nagamanib, “Application of quarry rock dust as fine aggregate in concrete construction,” National Journal on Construction Management: NICMR, pp. 5-13, 2005.
- D. Manning, “Exploitation and use of quarry fines. Miro-Final Report, Report No.087/MIST2/DACM/01. MIST Project Reference: MA/2/4/003, 10, 2004.
- T. S. Nagaraj and Z. Banu, “Efficient utilization of rock dust and pebbles as aggregate in portland cement concrete,” The Indian Concrete Journal, Vol. 70, no. 1, pp. 53-56, 1996.
- M. Nisnevich, G. Sirotin and Y. Eshel, “Lightweight concrete containing thermal power station and stone quarry waste,” Magazine of Concrete Research, vol. 55, no. 4, pp. 313-320, 2003.https://dx.doi.org/10.1680/macr.2003.55.4.313
- ASTM C 618, “Specification for coal fly ash and raw of calcined natural pozzolan for use in concrete,” 2003.
- T. K. Lohani, M. Padhi, K. P. Dash and S. Jena, ” Optimum utilisation of quarry dust as partial replacement of sand in concrete,” International Journal of Applied Science and Engineering Research, vol.1, no. 2, pp. 391 -404, 2012.
- BS EN 196-6, “Method of testing cement. Determination of fineness,” 2010.
- A. M. Neville, “Properties of Concrete (4th ed.). Longman. England, 2002, pp. 1 -632. PMid:12067321
- BS EN 12390-1, “Testing hardened concrete: Shapes, dimensions and other requirements for specimen and mould,” 2000.
- BS 1377-2, “Method of test for soil for civil engineering purposed. Classification test, 1990.
- G. Shimizu and J. P. Jorillo, “Study on the use of rough and underground ash from an open heaped-up burned rice husk as a partial cement substitute,” in Proc. of the 2nd RILEM Symp. on Vegetable Plants and their Fiber as Buildings Materials. Brazil. Editor: Sobral, H.S. Chapman and Hall, London, pp. 321-333, 1990.
- N. Mahendrana, R. Ilangovana and K. Nagamarib, “Strength and durability properties of concrete containing quarry dust as fine aggregate,” Dep. of Civil Eng., PSNA College of Eng., vol. 3, no. 5, 2008.
- B. Felekoglu, “Utilization of high volumes of limestone quarry waste in concrete industry (Self-Compacting Concrete Case),” Department of Civil Engineering, Dokuz Eylul University, Izmir,Turkey, 770-791, 2007.
- BS EN 12390-3, “Testing hardened concrete: Compressive strength of test specimens, 2000.
- BS 1881 -122, “Testing concrete. Method of determination of water absorption,” 2011
- A. A. Ramezanianpour, “Effect of curing on the compressive strength, resistance to chloride-ion penetration and porosity of concrete incorporating slag, fly ash or silica fume,” Cement & Concrete Composites, vol. 80, no. 1, pp. 125-133, 1995. https://dx.doi.org/10.1016/0958-9465(95)00005-W
- M. S. Mamlouk and J. P. Zaniewski, “Materials for civil and construction engineers,” Addison Wesley Longman, Inc, 1999.
- W. B. Nicholas. (2014). Understanding cement. [Online]. Available: https://www.understanding-cement.com/strength.html
- J. Pamnani Nanak, A. K. Verma and R. Bhatt Darshana, “Comparison between mechanical properties of m3o grade self compacting concrete for conventional water immersion and few non-waterbased curing techniques,” International Journal of Engineering and Advanced Technology (IJEAT), vol. 3, no. 2, 2249-8958, 2013.
- S. N. Raman, M. F. M, Zain, H. B. Mahmud and K. S. Tan, “Influences of quarry dust and fly ash on the concrete compressive strength development,” in Proc. AEESEAP Int. Conf., 2005.
- A. R. Norhana and K. Kartini, “Quarry dust fine powder as sustainable material for cement,” Malaysia Sci. Tech. Cong. ‘Scaling new Height in S&T for Sustainable Develop.’ (MSTC). Crystal Crown Hotel Petaling Jaya, Malaysia. 7-11 November, 2010, pp. 104-105.
- O. Alawode and O. I. Idowu, “Effects of water-cement ratio on the compressive strength and workability of concrete and lateritic concrete mixes,” The Pasific Journal of Science and Technology, vol. 12, no. 2, pp. 99-103, 2011.
- N. M. Sutan, S. Hamdan and E. C. C. Jin, “The Influence of porosity to the accuracy of ultrasonic pulse velocity method,” Journal of Nondestructive Testing, vol. 7, no. 11, pp. 1-6, 2002.
To Cite this article
N. H. Abdul Rahim, K Kamaruddin and H. Mohd Saman, “Virtual reference services at a university library,” International Journal ofTechnology and Engineering Studies, vol. 1, no. 1 , pp. 8-13, 2015.
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