Review on Partial Replacement of Cement in Concrete by Untreated Rice Husk Ash
Keywords:
Ordinary Portland Cement, RHA, OPCAbstract
This paper summarizes the research work on the properties of Rice Husk Ash (RHA) when used as partial replacement for Ordinary Portland Cement (OPC) in concrete. OPC was replaced with RHA by weight at .0%,10%,20%.0% replacement served as the control. Compacting factor test was carried out on fresh concrete while Compressive Strength test was carried out on hardened 150mm concrete cubes after 3,7, and 28 days curing in water. The results revealed that the Compacting factor decreased as the percentage replacement of OPC with RHA increased. The compressive strength of the hardened concrete also decreased with increasing OPC replacement with RHA. It is recommended that further studies be carried out to gather more facts about the suitability of partial replacement of OPC with RHA in concrete.
References
- Bakar, B.H.A., Putrajaya, R.C. and Abdulaziz H. (2010). Malaysian Saw dust ash – Improving the Durability and Corrosion resistance of concrete: Pre-review. Concrete Research Letters, 1(1): 6-13, March 2010.
- British Standard Institution (1983). Methods for Determination of Compacting Factor, BS 1881, Part 103, British Standard Institution, London.
- British Standard Institution (1983). Methods for Determination of Compressive Strength of concrete cubes BS 1881, Part 116, British Standard Institution, London.
- British Standard Institution (1992). Specifications for aggregates from natural sources for concrete, BS 882, Part 2, British Standard Institution, London.
- British Standard Institution (2000). Specification for Portland cement, BS EN 197-1, British Standard Institution. London
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