FRESH STATE AND MECHANICAL PROPERTIES OF SELF COMPACTING CONCRETE INCORPORATING POFA

Authors

  • Noridah Mohamad Department of Structure and Material Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat, 86400, Johor, Malaysia
  • Abdul Aziz Abdul Samad Department of Structure and Material Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat, 86400, Johor, Malaysia
  • A. Nadjua Department of Structure and Material Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat, 86400, Johor, Malaysia
  • W. I. Goh Department of Structure and Material Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat, 86400, Johor, Malaysia
  • A. Anas Department of Structure and Material Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat, 86400, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.8349

Keywords:

Self compacting concrete, palm oil fuel ash, workability, compressive strength, modulus of elasticity

Abstract

Self-compacting concrete (SCC) is considered as a concrete, which can be placed and compacted under its own weight without vibration. The elimination of the need for compaction leads to better quality concrete and substantial improvement of working conditions. This paper investigates the fresh state and mechanical properties of self-compacting concrete incorporating palm oil fuel ash (POFA) as a substitute for cement. Portland cement (PC) was partially replaced with 0%, 5%, 10% and 15% POFA. The water to cement ratio was fixed at 0.4 for all mixtures. The workability of self-compacting concrete in terms of viscosity was determined from slump flow test (Diameter and T500), and V-funnel. The mechanical property tests were conducted on SCC cubes and cylinders to determine its compressive strength and modulus of elasticity. The results indicate that replacement of 5% POFA is the optimum value for cement replacement to obtain high workability and mechanical properties of concrete. SCC achieved the highest compressive strength at 28 days, which is 38.4 MPa, and MOE of 31.6 GPa with 5% POFA replacement.

References

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Published

2016-04-18

Issue

Section

Science and Engineering

How to Cite

FRESH STATE AND MECHANICAL PROPERTIES OF SELF COMPACTING CONCRETE INCORPORATING POFA. (2016). Jurnal Teknologi, 78(5). https://doi.org/10.11113/jt.v78.8349