Influence of Recycled Coarse Aggregate on Properties of Concrete

Authors

  • O. J. Ameh
  • U. E. Edike

Abstract

This study focuses on the influence of recycled coarse aggregate (RCA) on properties of concrete. Five different mixtures of RCA replacement comprising 0, 25, 50, 75 and 100% RCA were used. It was found that workability, saturated bulk density, compressive strength and flexural strength decreases with increase in RCA content in concrete. 100% manually RCA concrete passed the 17 kN/m2 compressive strength limit generally acceptable for concrete work of non-high strength requirement without additive. The research, therefore, recommends the use of recycled coarse aggregate concrete for residential and light commercial building projects bearing in mind that low-strength concrete is only appropriate for mild environmental exposures, and interior concrete protected from the elements. This development in recycled concrete technology would help to alleviate our losses through efficient reuse of recovered coarse aggregate from demolished buildings and infrastructure; hence, reducing waste and dung creation and thereby enhancing adequate environmental management.
Keywords: concrete, recycled aggregate, sustainable construction, properties

Downloads

Published

2021-01-18

Issue

Vol. 3 No. 3 (2013)

Section

Research Article

License

Declaration and Copyright Transfer Form

(to be completed by authors)

I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.

  • I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
  • I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
  • I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
  •  I/We also agree to the authorship of the article in the following order:

Author’s name                                    

 

1. ________________

2. ________________

3. ________________

4. ________________

 

We  Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal.