Development of High Volume Fly Ash Concrete Incorporating Steel Fibre
Esakkiraj. P1, Sreesha. S2, Sreevidya. V3, Antony jeyendran. S4
1P. Esakkiraj, Department of Civil Engineering, Sri Krishna College of Technology, Coimbatore, India.
2S. Sreesha, Department of Civil Engineering, Sri Krishna College of Technology, Coimbatore, India.
3Dr.V. Sreevidya, Department of Civil Engineering, Sri Krishna College of Technology, Coimbatore, India.
4S.Antony jeyendran, Department of Civil Engineering, Salem College of engineering and Technology,salem, India.
Manuscript received on May 25, 2020. | Revised Manuscript received on June 29, 2020. | Manuscript published on July 30, 2020. | PP: 426-433 | Volume-9 Issue-2, July 2020. | Retrieval Number: B3567079220/2020©BEIESP | DOI: 10.35940/ijrte.B3567.079220
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© 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: Concrete is most frequently used composite material. Concrete is homogeneous mix of fine aggregate, Coarse aggregate and binding medium of concrete paste .Due to `high demand of cement Co2 emission is very high, It leads to global warming. So in this project high volume fly ash concrete was incorporated. Fly ash is the waste material obtained from thermal power plant. In this paper we investigated about high volume fly ash in different percentage of replacement 55, 60, 75 percentage. Layered pavement is incorporated with Steel fiber in a different aspect ratio (15, 30, 40).layered pavement will give good thermal expansive properties. By varying fly ash content and Steel fibers Aspect ratio of different mixes were arrived hardened properties of these nine mixes were arrived such as Compression test, Split tensile test and Flexural test.
Keywords: HVFAC, Fly Ash, M Sand, Compression, Split, Flexural Test.