Vol. 1 No. 6 (2019): Volume 1, Issue 6, year 2019

Experimental Study on Various Mineral Admixtures in Fibre Reinforced Concrete

Kavitha E
Assistant professor, Department of Civil Engineering & Aishwarya College of Engineering & Technology, Bhavani, Tamil Nadu, India
Karthik S
Assistant professor, Department of Civil Engineering & St. Joseph’s College of Engineering &Technology, Thanjavur, Tamil Nadu, India
Eithya B
Assistant professor, Department of Civil Engineering & Mahindra Engineering College,Mallasamuthiram, Tamil Nadu, India.
Seenirajan M
Assistant professsor, Department of Civil Engineering & Excel Engineering College, Komarapalayam, Tamil Nadu, India.
Published November 2, 2019
  • Fly ash,
  • Ground granulated blast furnace slag,
  • Silica fume,
  • Ricehush ash,
  • Polypropylene fibre,
  • Mineral admixtures,
  • Conventional concrete
  • ...More
How to Cite
E, K., S, K., B, E., & M, S. (2019). Experimental Study on Various Mineral Admixtures in Fibre Reinforced Concrete. International Research Journal of Multidisciplinary Technovation, 1(6), 309-317. Retrieved from https://mapletreejournals.com/index.php/irjmt/article/view/295


The quantity of fly ash produced from thermal power plants in India is approximately 80 million tons each year, and its percentage utilization is less than 10%. An attempt has been made to utilize these cheaper materials in concrete production. This thesis aims at investigating the characteristics of fresh concrete and various strengths of hardened concrete made with various mineral admixtures such as fly ash. GGBFS, silica fume. Rice husk ash along with polypropylene fibres in various proportions.  M20 grade concrete is considered for experimental studies with 53grade Ordinary Portland Cement blended with varying percentages of mineral admixtures. The maximum size of coarse aggregate used is 20mm.  Various mineral admixtures such as fly ash. GGBFS.Silica fume. Rice Husk Ash were added concrete in various percentages by partially replacing cement and the optimum percentage of the mineral admixtures will be found.  Based on the obtained values, the admixture with maximum mechanical strength is determined and to this polypropylene fibre is added by varying 0 to 0.5 % by weight of cement to the mix.  The test results obtained were compared and discussed with conventional concrete.


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