International Journal of
Physical Sciences

  • Abbreviation: Int. J. Phys. Sci.
  • Language: English
  • ISSN: 1992-1950
  • DOI: 10.5897/IJPS
  • Start Year: 2006
  • Published Articles: 2572

Full Length Research Paper

Effect of types of curing on strength of geopolymer concrete

K. Vijai1, R. Kumutha1* and B. G. Vishnuram2
1Department of Civil Engineering, Sethu Institute of Technology, India. 2Easa College of Engineering and Technology, Coimbatore, India.
Email: [email protected]

  •  Accepted: 05 July 2010
  •  Published: 18 August 2010

Abstract

In order to address environmental effects associated with Portland cement, there is need to develop alternative binders to make concrete. An effort in this regard is the development of geopolymer concrete, synthesized from the materials of geological origin or by product materials such as fly ash, which are rich in silicon and aluminum. This paper presents results of an experimental study on the density and compressive strength of geopolymer concrete. The experiments were conducted on fly ash based geopolymer concrete by varying the types of curing namely ambient curing and hot curing. The ratio of alkaline liquid to fly ash was fixed as 0.4. For all the samples the rest period was kept as 5 days. For hot curing, the temperature was maintained at 60oC for 24 h in hot air oven. The compressive strength test was conducted for each sample and the results showed that there is an increase in compressive strength with the increase in age for ambient cured specimens. For hot cured samples the increase in compressive strength with age was very less as compared to that of specimens subjected to ambient curing. The density of geopolymer concrete was around 2400 kg/mwhich is equivalent to that of conventional concrete.

 

Key words: Fly ash, geopolymer concrete, alkaline liquid, density, compressive strength.