A Comparative Study on Marble Dust as a Replacement Agent on Cement Concrete

Authors

  • Ajay Kumar M.Tech Scholar, Department of Civil Engineering, RIMT University, Gobindgarh, Punjab, India Author
  • Er Brahmjeet Singh Assistant Professor, Department of Civil Engineering, RIMT University Mandi Gobindgarh, Punjab, India Author

DOI:

https://doi.org/10.55524/ijirem.2023.10.3.20

Keywords:

Marble dust, Replacement agent, Cement concrete, Flexural strength

Abstract

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

Download data is not yet available.

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.

Downloads

Published

2023-06-30

How to Cite

A Comparative Study on Marble Dust as a Replacement Agent on Cement Concrete . (2023). International Journal of Innovative Research in Engineering & Management, 10(3), 134–140. https://doi.org/10.55524/ijirem.2023.10.3.20