PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE

May 2025
Vol-11, Issue-3
Paper ID: 26416
ISSN: 2395-4396
Downloads: 0

Abstract & Details

Research Area
Civil Engineering
Keywords
Cement replacement Sugar Cane Bagasse Ash (SCBA Carbon emission Environmental pollution Concrete strength Silica reaction etc.
Abstract
We are aware that a lot of damage is done to environment in the manufacture of cement. It involves lot of carbon emission associated with other chemicals. The researches have shown that every one ton of cement manufacture releases half ton of carbon dioxide, so there is an immediate need to control the usage of cement. On the hand materials wastes such as Sugar Cane Bagasse Ash is difficult to dispose which in return is environmental Hazard. The Bagasse ash imparts high early strength to concrete and also reduce the permeability of concrete. The Silica present in the Bagasse ash reacts with components of cement during hydration and imparts additional properties such as chloride resistance, corrosion resistance etc. Therefore, the use of Bagasse ash in concrete not only reduces the environmental pollution but also enhances the properties of concrete and also reduces the cost. It makes the concrete more durable. This project mainly deals with the replacement of cement with Bagasse ash in fixed proportions and analysing the effect of HCl on SCBA blended concrete. The concrete mix designed by varying the 2 proportions of Bagasse ash for 10%, 15%, 20%, the cubes are been casted and cured in normal water for ages of 7, 14 and 28 days. The test result indicates that the strength of concrete increase up to 10% Sugar cane bagasse ash replacement of cement.

Author Information

# Name Institute / Affiliation
1 Dhanraj Balu Vitekar Dr. Vithalrao Vikhe Patil College of Engineering
2 Tushar Bhagwan Kakade Dr. Vithalrao Vikhe Patil College of Engineering
3 Ashwini Chhaban Palve Dr. Vithalrao Vikhe Patil College of Engineering
4 Manoj Pandurang Wagh Dr. Vithalrao Vikhe Patil College of Engineering

How to Cite

Use the following formats to cite this article in your research.

APA Style
Vitekar, Dhanraj Balu, Kakade, Tushar Bhagwan, Palve, Ashwini Chhaban, & Wagh, Manoj Pandurang (2025). PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE. International Journal of Advance Research and Innovative Ideas In Education, 11(3), 68-77.
MLA Style
Vitekar, Dhanraj Balu, et al. "PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE." International Journal of Advance Research and Innovative Ideas In Education, vol. 11, no. 3, 2025, pp. 68-77.
IEEE Style
Dhanraj Balu Vitekar, Tushar Bhagwan Kakade, Ashwini Chhaban Palve, and Manoj Pandurang Wagh, "PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE," International Journal of Advance Research and Innovative Ideas In Education, vol. 11, no. 3, pp. 68-77, 2025.
Vancouver Style
Vitekar Dhanraj Balu, Kakade Tushar Bhagwan, Palve Ashwini Chhaban, Wagh Manoj Pandurang. PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE. International Journal of Advance Research and Innovative Ideas In Education. 2025;11(3):68-77.
Harvard Style
Vitekar, Dhanraj Balu, Kakade, Tushar Bhagwan, Palve, Ashwini Chhaban, & Wagh, Manoj Pandurang (2025) 'PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE', International Journal of Advance Research and Innovative Ideas In Education, 11(3), pp. 68-77.
Chicago Style
Vitekar, Dhanraj Balu, et al. "PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE." International Journal of Advance Research and Innovative Ideas In Education 11, no. 3 (2025): 68-77.
Turabian Style
Vitekar, Dhanraj Balu, et al. "PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETE." International Journal of Advance Research and Innovative Ideas In Education 11, no. 3 (2025): 68-77.

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