Flexural and Abrasion Performance of High Volume GGBS Concrete Pavements

Authors

  • Vikram J. Patel Department of Civil Engineering, Parul University, Vadodara, Gujarat, India https://orcid.org/0000-0001-9617-6577
  • Jayesh Juremalani Department of Civil Engineering, Parul University, Vadodara, Gujarat, India
  • Hemraj R. Kumavat Department of Civil Engineering, R C Patel Institute of Technology, Shirpur, Maharashtra, India
  • Jaymik Patel Mapei Corporation, USA
Volume: 14 | Issue: 5 | Pages: 17055-17059 | October 2024 | https://doi.org/10.48084/etasr.8534

Abstract

Ground Granulated Blast Furnace Slag (GGBS) is an effective supplementary cementitious material because of its pozzolanic properties and positive environmental impact. This research explores the flexural strength of concrete pavements by analyzing several high-volume formulations of GGBS concrete against conventional mixes. The study aims to assess the viability of incorporating high-volume GGBS mixes in pavement construction, with a particular emphasis on their flexural performance. The study employs various GGBS content levels (60%, 65%, 70%, and 75%) in concrete mixes, with the control mix containing ordinary Portland cement. Specimens are prepared according to standard procedures, and flexural testing is conducted to evaluate their performance. Statistical analysis is performed to compare the flexural strength and behavior of GGBS mixes with the control mix. The results obtained from the experiments revealed that the GGBS concrete mixes had better flexural performance than the control mix, with more strength and less cost. The results provide the performance of large-volume GGBS concrete mixes under flexural loading circumstances, which helps to understand whether these mixes are suitable for use in concrete pavements. Ultimately, this research sheds light on the possibilities of utilizing large-volume GGBS concrete mixes as long-term substitutes for traditional concrete pavements, which may help in the promotion of greener and more long-lasting infrastructure solutions.

Keywords:

cementitious materials, concrete, Portland cement, flexural strength, abrasion resistance, GGBS, fly ash

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References

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How to Cite

[1]
Patel, V.J., Juremalani, J., Kumavat, H.R. and Patel, J. 2024. Flexural and Abrasion Performance of High Volume GGBS Concrete Pavements. Engineering, Technology & Applied Science Research. 14, 5 (Oct. 2024), 17055–17059. DOI:https://doi.org/10.48084/etasr.8534.

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