Mechanical Characteristics of Slurry Infiltrated Fiber Concrete

Authors

  • Aliyaa M. Alsheameri Department of Civil Engineering, University of Kerbala, Iraq
  • Aymen J. Alsaad Department of Civil Engineering, University of Kerbala, Iraq
  • Laith Sh. Rasheed Department of Civil Engineering, University of Kerbala, Iraq
Volume: 13 | Issue: 2 | Pages: 10548-10552 | April 2023 | https://doi.org/10.48084/etasr.5734

Abstract

This paper presents and evaluates a new method for producing Slurry Infiltrated Fiber Concrete (SIFCON). A study was carried out to investigate the impact on the mechanical properties of SIFCON, where several cubes, cylinders, and prisms were cast to compare the proposed gradual and the traditional multi-layer method using the same mixing proportions: 6% straight steel fiber, cement, sand, 10% silica fume replacement, and 2.4% superplasticizer. The results showed that when using the proposed gradual mix method, compressive strength, splitting tensile strength, modulus of elasticity, and modulus of rupture improved by 15.21%, 8.06%, 9.07%, and 5.26% compared to the traditional multi-layer method.

Keywords:

modulus of elasticity, straight steel fiber, SIFCON, compressive strength, splitting tensile strength

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How to Cite

[1]
Alsheameri, A.M., Alsaad, A.J. and Rasheed, L.S. 2023. Mechanical Characteristics of Slurry Infiltrated Fiber Concrete. Engineering, Technology & Applied Science Research. 13, 2 (Apr. 2023), 10548–10552. DOI:https://doi.org/10.48084/etasr.5734.

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