Enhancing Concrete Properties Using Sugarcane Bagasse Ash and Crushed Groundnut Shells as Partial Replacements for Cement and Fine Aggregate

This study investigates the potential use of Sugarcane Bagasse Ash (SCBA) as a partial replacement for cement and Crushed Groundnut Shells (CGS) as a partial replacement for fine aggregates in M25 grade concrete. The research aims to mitigate environmental issues posed by agricultural waste while promoting sustainable construction practices. A comprehensive experimental program was conducted with variations in SCBA (2%, 5%, and 10%) and a fixed 5% replacement of sand with CGS. Concrete properties were evaluated through slump tests and compressive strength tests at curing intervals of 7, 14, and 28 days. Results show that up to 10% SCBA and 5% CGS can effectively be used without compromising structural performance. The use of agricultural by-products presents a viable solution for eco-friendly and cost-effective construction materials.

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Publication Details

Journal
International Journal for Research in Applied Science and Engineering Technology
Published
2025-04-21
DOI
https://doi.org/10.22214/ijraset.2025.69139
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

Enhancing Concrete Properties Using Sugarcane Bagasse Ash and Crushed Groundnut Shells as Partial Replacements for Cement and Fine Aggregate

J. Rodrigues
International Journal for Research in Applied Science and Engineering Technology
Innovative concrete reinforcement materials
article

Enhancing Concrete Properties Using Sugarcane Bagasse Ash and Crushed Groundnut Shells as Partial Replacements for Cement and Fine Aggregate

J. Rodrigues
article en

Abstract

This study investigates the potential use of Sugarcane Bagasse Ash (SCBA) as a partial replacement for cement and Crushed Groundnut Shells (CGS) as a partial replacement for fine aggregates in M25 grade concrete. The research aims to mitigate environmental issues posed by agricultural waste while promoting sustainable construction practices. A comprehensive experimental program was conducted with variations in SCBA (2%, 5%, and 10%) and a fixed 5% replacement of sand with CGS. Concrete properties were evaluated through slump tests and compressive strength tests at curing intervals of 7, 14, and 28 days. Results show that up to 10% SCBA and 5% CGS can effectively be used without compromising structural performance. The use of agricultural by-products presents a viable solution for eco-friendly and cost-effective construction materials.

International Journal for Research in Applied Science and Engineering TechnologyVol. 13(4)
DKTE Society's Textile and Engineering Institute (IN)
Openalex Percentile: Top 92%
Innovative concrete reinforcement materials
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