Experimental Investigation of Concrete using Sugarcane Baggase Ash as a Partial Replacement for Cement

Experimental Investigation of Concrete using Sugarcane Baggase Ash as a Partial Replacement for Cement

Dinesh Kumar Palanisamy, Yogeshwaran Nagarajan, Snekalaxmi Chandrasekar, Ram Nithin Mani

Abstract. Cement being a major contributor to carbon emission needs a revolution in its production or modification to the existing cement. One such way to reduce cement usage is to replace the cementitious compound with a suitable material that does not alter the original purpose of cement in concrete. The sugarcane bagasse ashes (SCBA), which are ashes from biomass burning, are found to act as supplementary cementitious material. Moreover, studies were conducted to relate the strength and durability of concrete by the percentage of replacement of sugarcane bagasse ash to cement. The studies revealed that the SCBA imparts more strength to cement at 10% replacement when compared to 20% replacement. However, this study is intended to use 20% of SCBA replacement in cement by adding silica fume. Concrete being mainly reinforced with steel has the problem of corrosion. To overcome the problem of corrosion as well as to reduce the use of cement and to attain the compressive strength of 10% replacement of SCBA. This experiment is intended to analyze the behavior of concrete up to 20% replacement of SCBA with silica fume at different concentrations such as 0%,5%,10%,15%.

Keywords
SCBA Concrete, Silica Fume, Compressive Strength, Flexural Strength, Tensile Strength Sorptivity Rest

Published online 8/15/2021, 6 pages
Copyright © 2021 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: Dinesh Kumar Palanisamy, Yogeshwaran Nagarajan, Snekalaxmi Chandrasekar, Ram Nithin Mani, Experimental Investigation of Concrete using Sugarcane Baggase Ash as a Partial Replacement for Cement, Materials Research Proceedings, Vol. 19, pp 86-91, 2021

DOI: https://doi.org/10.21741/9781644901618-11

The article was published as article 11 of the book Recent Advancements in Geotechnical Engineering

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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