Influence of curing regime on strength development of grade C60 concrete

Journal Title: International Journal of Modern Engineering Research (IJMER) - Year 2013, Vol 3, Issue 2

Abstract

 Abstract: Compressive strength of grade C60 concrete cubes cured in water and ambient air (uncured) were determined at 3, 7, 14, 28 and 90days. At 90 days, uncured specimens recorded strength reduction of 15.50% compared to control. Furthermore, cubes of the same grade of concrete were cured for limited durations in water and then removed and subsequently stored in air, and their compressive strength determined at 28 and 90 days. At test age of 28days, cubes that were water cured for only 3days recorded maximum compressive strength of 74.15N/mm 2. However at 90 days, cubes that were water cured for only 28 days recorded the maximum compressive strength of 77.58N/mm2. The sorptivity and coefficient of water absorption did show improved pore structures and reduced permeability as water curing days increased.

Authors and Affiliations

A. E. Abalaka

Keywords

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  • EP ID EP140971
  • DOI -
  • Views 95
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How To Cite

A. E. Abalaka (2013).  Influence of curing regime on strength development of grade C60 concrete. International Journal of Modern Engineering Research (IJMER), 3(2), 709-714. https://europub.co.uk/articles/-A-140971