Strength Characteristics of Fly Ash Concrete with Varying Fly Ash Content For Water to Binder Ratio Of 0.5
Journal Title: Scholars Journal of Engineering and Technology - Year 2014, Vol 2, Issue 3
Abstract
Cylindrical and cubical concrete blocks are prepared with 0%, 10% & 20% fly ash content and cured for various time periods. The compressive strength is determined according to ASTM C837 standard. It is found that there is a decrease in strength with increase in fly ash content and as the curing time increases the strength also increases for each of the case. The maximum value of compressive strength is found for the controlled concrete mixture with 0% fly ash i.e., 19MPa for the cylindrical specimen. Keywords: compressive strength, fly ash, concrete
Authors and Affiliations
S. Sarangi
Keywords
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