Investigation of self-compacting concrete utilizing different supplementary pozzolanic materials for cement replacement

This study enhances self-compacting concrete (SCC) properties by adjusting the mix design, reducing the water-to-cement ratio, and adding permeability-reducing admixtures (GGBS, fly ash, silica fume, bentonite). Different admixture proportions were tested to improve mechanical characteristics. Four SCC mixtures were formulated, varying GGBS and fly ash (0-70%) and silica fume and bentonite (0-20%). Auromix 300 plus (0.6% by weight of cement) was used as a chemical admixture. Strength properties (compressive, flexural, split tensile, elastic modulus) were evaluated on specimens cured normally for 28 days, then in NaCl for 56-112 days. Optimal mixtures were found: GGBS 30% for compressive strength, bentonite 10% for flexural and split tensile strength. Results indicate increased strength and reduced porosity by incorporating these materials.

Publication Details

Journal
ARPN Journal of Engineering and Applied Sciences
Published
2024-09-19
DOI
https://doi.org/10.59018/072412
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Investigation of self-compacting concrete utilizing different supplementary pozzolanic materials for cement replacement

ARPN Journal of Engineering and Applied Sciences
Concrete and Cement Materials Research
article

Investigation of self-compacting concrete utilizing different supplementary pozzolanic materials for cement replacement

article en

Abstract

This study enhances self-compacting concrete (SCC) properties by adjusting the mix design, reducing the water-to-cement ratio, and adding permeability-reducing admixtures (GGBS, fly ash, silica fume, bentonite). Different admixture proportions were tested to improve mechanical characteristics. Four SCC mixtures were formulated, varying GGBS and fly ash (0-70%) and silica fume and bentonite (0-20%). Auromix 300 plus (0.6% by weight of cement) was used as a chemical admixture. Strength properties (compressive, flexural, split tensile, elastic modulus) were evaluated on specimens cured normally for 28 days, then in NaCl for 56-112 days. Optimal mixtures were found: GGBS 30% for compressive strength, bentonite 10% for flexural and split tensile strength. Results indicate increased strength and reduced porosity by incorporating these materials.

ARPN Journal of Engineering and Applied Sciences
Openalex Percentile: Top 82%
Concrete and Cement Materials Research
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