##plugins.themes.bootstrap3.article.main##

This work was necessitated by the observations made at construction sites where artisans and craftsmen were left alone in concrete production. It was discovered that they used inadequate quantity and size of coarse aggregates due to difficulty associated in the mixing as if the coarse aggregates were not needed in concrete production. The research has established that the coarse aggregates and their sizes play critical roles in the development of adequate strength in concrete. It was observed that with proper mixing, the slump test results did not witness shear or collapse type of slump rather there were true slump in all cases of the test. The workability decreased with slight differences when the coarse aggregate size was increased. The increase in the coarse aggregates yielded appreciable increase in the compressive strength. It can therefore be inferred that the quality of concrete in terms of strength can be enhanced through an increase in the coarse aggregate size when proper mix ratio, batching, mixing, transporting, placing and finishings are employed in concrete productions.

Downloads

Download data is not yet available.

References

  1. M.S. Shetty, Concrete Technology Theory and Practice, S. Chand & Company Ltd., Ram Nagar, New Delhi, pp. 217-297, 1st Edition, 2009.
     Google Scholar
  2. L.E. Obi, “Empirical investigation of the effects of water quality on concrete compressive strength”, international journal of constructive research in civil engineering, Volume 2, Issue 5, Pp. 30-35, 2016. www.arcjournals.org.
     Google Scholar
  3. L.E. Obi, “Investigation of the Adaptability of Quarry Dust as Fine Aggregate in Concrete Production”, Journal of Science and Technology Research, vol. 6, No.1, pp. 64-71, 2013.
     Google Scholar
  4. K. Kozalija and D. Daniel, Report on Structural Engineering and Engineering Materials. SM Report No. 43, university of Kansas centre for research, Inc. Lawrence Kansas, 1997.
     Google Scholar
  5. P.J. Tumidajski and B. Gong, “Effect of coarse aggregate size on strength an workability of concrete”. Canadian journal of civil engineering, Canada, Vol. 33, No. 2, 2006.
     Google Scholar
  6. N.A. Abd-Hamid and N.F. Abas, “A study on effects of size coarse aggregates in concrete”. Journal Tecknologi, Universiti Technologi, Malaysia, Vol. 75, No. 5, 2015.
     Google Scholar
  7. A.M. Neville, Properties of Concrete 4th edition, with Longman, 1995.
     Google Scholar
  8. H.K. Steven and C.P. William, Design and control of Concrete mixture, PCA, 1988.
     Google Scholar