Loading

Performance of Fly Ash Bricks with Differential Composition
J. Harshini1, D.Abinaya2, A.Manikandan3, K.Srinivasan4, N.Natarajan5

1J. Harshini*, Undergraduate Student, Dr.Mahalingam College of Engineering and Technology, Pollachi, Tamil Nadu, India.
2D. Abinaya, Undergraduate Student, Dr.Mahalingam College of Engineering and Technology, Pollachi, Tamil Nadu, India.
3A.Manikandan, Assistant Professor, Dr.Mahalingam College of Engineering and Technology, Pollachi, Tamil Nadu, India.
4K.Srinivasan, Assistant Professor, Dr.Mahalingam College of Engineering and Technology, Pollachi, Tamil Nadu, India.
5N. Natarajan, Associate Professor, Dr.Mahalingam College of Engineering and Technology, Pollachi, Tamil Nadu, India. 

Manuscript received on October 17, 2019. | Revised Manuscript received on 26 October, 2019. | Manuscript published on November 10, 2019. | PP: 4550-4555 | Volume-9 Issue-1, November 2019. | Retrieval Number: A4875119119/2019©BEIESP | DOI: 10.35940/ijitee.A4875.119119
Open Access | Ethics and Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Flyash is one of the largest emerging products in the construction industry. The fly ash is the by-product which is widely used in brick manufacturing plant. The flyash reduces the cement content and also overcomes several disadvantages. Simply, it is a step towards eco-friendly environment. Though the flyash brick has many advantages, it has lower strength at initial stages due to low hydration. In this study, the experimental investigation was carried out to find the optimum mix ratio of various compositions of fly ash bricks. The brick specimens were casted on different compositions of cement, flyash, eco-sand and various other admixtures. On addition of these admixtures the early compressive strength was also high and a quick hydration was observed. The tests were conducted on 3rd, 5th, 7th and 28th day. The results suggest that the maximum strength was obtained for the composition of fly ash, ecosand, cement and silica fume.
Keywords: Flyash, Cement, Eco-sand, Silica Fume, Admixtures, Compressive strength
Scope of the Article:  Composition