Potency of Sugarcane Bagasse Ash Partial Subtitution of Cement in Concrete

Bachtiar, Erniati; Darwan,; Marzuki, Ismail; Setiawan, Asri Mulya; Yunus, Andi Ibrahim; Gusty, Sri

doi:10.2991/icmeme-18.2019.7

Cited by 4 publications

(1 citation statement)

References 7 publications

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“…Between 5% and 20% sugarcane bagasse ash replacement, an acceptable strength of concrete can be obtained [41,42]. Other studies have shown that sugarcane bagasse is a good replacement material for concrete production [43,44]. Also, 5 to 15% sugarcane bagasse ash increased the compressive strength and workability of concrete [45][46][47], while other authors have recorded compressive strength produced from sugarcane bagasse ash that was higher than cement concrete alone at 5% replacement or more [48][49][50][51].…”

Section: Introductionmentioning

confidence: 99%

Comparative Study on Mechanical Properties of Concrete Blended with Costus englerianus Bagasse Ash and Bagasse Fibre as Partial Replacement for Lime and Cement

Bheel

Kennedy

Awoyera

et al. 2022

Advances in Civil Engineering

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Nowadays, researchers have been on the lookout for eco-sustainable additives such as agro/industrial waste in concrete in order to offset the carbon footprint created by cement manufacturing. However, it has been said that the use of agro/industrial-waste-based cementitious materials in concrete improves its quality. However, this study compared the performance of hydrated lime and cement concrete replaced with 5% and 10% Costus englerianus bagasse ash and bagasse fibre for determining the mechanical properties (compressive and flexural strength). Moreover, compressive strength was evaluated on cubical specimens and flexural strength was evaluated on beam samples at 7, 14, and 28 days, respectively. Results showed that the compressive strength and flexural strength of the concretes increased with an increase in the curing age. Also, the compressive and flexural strengths of cement concrete were recorded by 65.38 MPa and 10.86 MPa at 0% bagasse ash or fibre, which performed better than concrete replaced with 5% and 10% bagasse ash and fibre at 28 days, respectively. Besides, the compressive strength of concrete was noted by 53.85 MPa and 48.92 MPa at 10% bagasse ash and 10% bagasse fibre, respectively, while the flexural strength was calculated by 6.86 MPa and 5.54 MPa at 10% bagasse ash and 10% bagasse fibre, respectively, which were higher than that of concrete produced with hydrated lime alone at 28 days. Thus, bagasse ash performed better than bagasse fibre ash as a partial replacement of cement or hydrated lime in concrete production. Therefore, Costus englerianus bagasse ash or bagasse fibre improved the performance of hydrated lime concrete at 5–10% replacement, but higher concrete strength would be obtained in cement replacement than hydrated lime.

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