SISAL FIBER REINFORCED CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY FLY ASH AND GGBS

  • Unique Paper ID: 166770
  • Volume: 11
  • Issue: 2
  • PageNo: 1946-1952
  • Abstract:
  • This study examines the qualities of freshly-poured and hardened concrete with reinforced sisal fiber, in order to improve the mechanical properties of concrete, steel is replaced by sisal fiber at 0%, 0.5%, 1%, 1.5% and 2% by volume of M-30 design mix. The appearance of concrete is crucial most of the time. So along with sisal fibre reinforcement, partial replacement of cement with mineral admixtures such fly ash and blast furnace slag at 0-20%, 0-6% respectively is done. The concrete specimens will be tested for compressive strength at 7 ,14 and 28 days respectively and Split tensile Strength at 7 ,14 and 28 days and flexural strength, the results obtained will be compared with those of conventional concrete.

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Copyright © 2025 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{166770,
        author = {BONITA MANUELLA X and GOKULRAM H and GEETHAKUMARI D and NAWAZ SHERIEF M},
        title = {SISAL FIBER REINFORCED CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY FLY ASH AND GGBS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2024},
        volume = {11},
        number = {2},
        pages = {1946-1952},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=166770},
        abstract = {This study examines the qualities of freshly-poured and hardened concrete with reinforced sisal fiber, in order to improve the mechanical properties of concrete, steel is replaced by sisal fiber at 0%, 0.5%, 1%, 1.5% and 2% by volume of M-30 design mix. The appearance of concrete is crucial most of the time. So along with sisal fibre reinforcement, partial replacement of cement with mineral admixtures such fly ash and blast furnace slag at 0-20%, 0-6% respectively is done. The concrete specimens will be tested for compressive strength at 7 ,14 and 28 days respectively and Split tensile Strength at 7 ,14 and 28 days and flexural strength, the results obtained will be compared with those of conventional concrete.},
        keywords = {Sisal fibre, fly ash powder, blast furnace slag. },
        month = {July},
        }

Cite This Article

  • ISSN: 2349-6002
  • Volume: 11
  • Issue: 2
  • PageNo: 1946-1952

SISAL FIBER REINFORCED CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY FLY ASH AND GGBS

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