The Influence of Sugarcane Bagasse Ash and Superplasticizer on the Compressive Strength of Concrete

Authors

  • Meillyta Meillyta Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Aceh, Banda Aceh, 23123, Indonesia Author
  • Munawir Munawir Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Aceh, Banda Aceh, 23123, Indonesia Author
  • Riski Rudiansyah Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Aceh, Banda Aceh, 23123, Indonesia Author
  • Aldina Fatimah Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Aceh, Banda Aceh, 23123, Indonesia Author
  • Haris Saputra Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Aceh, Banda Aceh, 23123, Indonesia Author

DOI:

https://doi.org/10.70028/mssi.v1i1.101

Keywords:

Sugarcane Bagasse Ash, Compressive Strength, Cement Concrete, Superplasticizer, Sustainable

Abstract

This study investigates the influence of sugarcane bagasse ash (SBA) and superplasticizer on the compressive strength of Portland cement concrete. The increasing interest in sustainable cementitious materials has driven the partial replacement of cement with agro-industrial by-products; however, their influence on mechanical performance remains highly dependent on replacement level and mixture optimization. Concrete mixtures were designed with SBA replacement ratios of 5%, 10%, 15%, and 20% by weight of cement, incorporating 1% superplasticizer to enhance workability. Control specimens and superplasticizer-only mixtures were also evaluated for comparative analysis. All specimens were cast in cylindrical molds with a diameter of 150 mm and a height of 300 mm, and tested under uniaxial compression at 28 days of curing. The results indicate that the incorporation of SBA showed a non-linear influence on compressive strength. The control concrete achieved 28.99 MPa, while the addition of 1% superplasticizer without SBA resulted in 28.31 MPa. SBA-modified concretes exhibited compressive strengths of 28.65 MPa (5%), 31.48 MPa (10%), 30.12 MPa (15%), and 21.06 MPa (20%). The optimum performance was observed at 10% SBA replacement, indicating a synergistic effect between pozzolanic activity and particle packing enhancement at low-to-moderate substitution levels. Beyond the optimal threshold, dilution of cementitious content and insufficient reactivity of SBA contributed to strength degradation. These findings confirm that SBA can function as a supplementary cementitious material when properly optimized, with significant implications for low-carbon concrete design.

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References

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Published

2026-06-04

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Articles

How to Cite

The Influence of Sugarcane Bagasse Ash and Superplasticizer on the Compressive Strength of Concrete. (2026). Materials and Structures for Sustainable Infrastructure, 1(1), Pp. 61-76. https://doi.org/10.70028/mssi.v1i1.101