A Comparative Study on Marble Dust as a Replacement Agent on Cement Concrete
DOI:
https://doi.org/10.55524/ijirem.2023.10.3.20Keywords:
Marble dust, Replacement agent, Cement concrete, Flexural strengthAbstract
White Marble has been used as a material since from the past. The marble dust which is the residue of marble is very harmful and it needs good disposal efforts. Marble dust is a waste product formed during the production of marble about 25% of the original marble mass is lost in the form of dust. The highlights incorporated in this paper is that how we can use marble dust as a replacement agent. Use of marble dust as a replacement for fine aggregate in concrete is investigated. Marble has replaced fine aggregate at content levels of 0, 4, 8, 12, and 16 in concrete. Five different series of concrete mixtures were designed to investigate the various properties on Marble dust concrete. Gradual reduction in compressive strength was observed with the increase in the percentage of Marble dust. It also concludes that up to 4% of Marble slurry can be added into concrete mixes without considerable reduction in strength of concrete. Percentage of water absorption decreases as the % of marble aggregate increases. The objective of the study was to study the effect of partial replacement of fine aggregates with rubber aggregates on different percentages of Marble Dust aggregates to M25 mix. Utilization of Marble dust aggregates, which is a waste product, in concrete construction is economically viable and environmentally effective. The present work is based on the effect of addition of marble dust in Portland cement concrete.
Downloads
References
Shah Surendra and Rangan(1994), “Effect of Fiber addition on concrete strength”, Indian Concrete Journal
Sener S, Begimgil M, Belgin C.( 2002) “Size Effect on Failure of Concrete Beams with and without Steel Fibers”, Journal of Materials in Civil Engineering, Vol.14, No.5
C. E, Pierce, M. C. Blackwell “Potential of scrap tire rubber as light weight aggregate in flowable fill”,23, pp. 197-208, 2003.
Z. K Khatib, F. M Bayomy, Rubberized Portland cement concrete. Journal of materials in civil engineering, 11, pp 206- 213, 1999.
L. G. Sorelli, A. Meda, and G. A. Plizzari (2005), “Bending and Uniaxial Tensile Tests on Concrete Reinforced with Hybrid Steel Fibers”, Journal of Material in Civil Engineering, 17(5), pp.519-527
Taşdemir, M. A., Şengül, Ö., Şamhal, E. & Yerlikaya, M., EndüstriyelZemin Betonları, Chamber of Civil Engineers publication, 450 pp., 2006.
M. T. Kazemi, F. Fazileh, and M. A. Ebrahiminezhad (2007) “Cohesive Crack Model and Fracture Energy of Steel-Fiber Reinforced-Concrete Notched Cylindrical Specimen”, Journal of Material in Civil Engineering, 19(10), pp.884-890
Falak O Abas, “Reuse of waste tyre rubber as fine aggregate replacement in concrete mix applications” International journal of engineering sciences and research technology, pg: 110 - 120, 2015
Jaylina Rana, Reshma Rughooputh, “Partial replacement of fine aggregate by rubber in concrete”, Journal of Emerging trends in engineering and Applied Sciences pg: 312 – 317, 2014
Taner Yildirim, S., Cevdet, E. and Fehim Findik, E., “Properties of Hybrid Fibre Reinforced Concrete under Repeated Impact Loads,” Russian Journal of Nondestructive Testing, Vol. 46, No. 7, pp. 538_546 (2016). doi: 10.1134/S1061830910070090.