<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.2 20190208//EN"
  "https://jats.nlm.nih.gov/publishing/1.2/JATS-journalpublishing1.dtd">
<article xmlns:xlink="http://www.w3.org/1999/xlink"
         xmlns:mml="http://www.w3.org/1998/Math/MathML"
         article-type="research-article"
         dtd-version="1.2">

  <!-- ============================================================ FRONT -->
  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">IJLTEMAS</journal-id>
      <journal-title-group>
        <journal-title>International Journal of Latest Technology in Engineering, Management &amp; Applied Science (IJLTEMAS)</journal-title>
        <abbrev-journal-title abbrev-type="publisher">IJLTEMAS</abbrev-journal-title>
      </journal-title-group>
      <issn pub-type="epub">2278-2540</issn>
      <publisher>
        <publisher-name>IJLTEMAS</publisher-name>
      </publisher>
    </journal-meta>

    <article-meta>
      <!-- IDs -->
      <article-id pub-id-type="publisher-id">27</article-id>
            <article-id pub-id-type="doi">10.51583/IJLTEMAS.2026.150700022</article-id>
      
      <!-- Categories -->
            <article-categories>
        <subj-group subj-group-type="heading">
          <subject>Properties</subject>
        </subj-group>
      </article-categories>
      
      <!-- Title -->
      <title-group>
        <article-title>Fresh State Properties of Self-Compacting Concrete Using Recycled Aggregates</article-title>
      </title-group>

      <!-- Authors -->
      <contrib-group>
                <contrib contrib-type="author">
                    <name>
            <surname>Dr. C. Odenigbo</surname>
            <given-names>Engr.</given-names>
          </name>
                              <aff>
            Civil Engineering Department, Enugu State University of Science and Technology Agbani, Enugu.                        <country>Nigeria</country>
                      </aff>
                    
        </contrib>
              </contrib-group>

      <!-- Volume / Issue / Pages -->
            <volume>15</volume>
                  <issue>7</issue>
                        <fpage>268</fpage>
            <lpage>272</lpage>
            
      <!-- Dates -->
      <history>
                <date date-type="received">
          <day>12</day>
          <month>07</month>
          <year>2026</year>
        </date>
                        <date date-type="accepted">
          <day>17</day>
          <month>07</month>
          <year>2026</year>
        </date>
              </history>

            <pub-date pub-type="epub">
        <day>06</day>
        <month>08</month>
        <year>2026</year>
      </pub-date>
      
      <!-- DOI Self-URI -->
            <self-uri xlink:href="https://doi.org/10.51583/IJLTEMAS.2026.150700022"/>
      
      <!-- Keywords -->
            <kwd-group kwd-group-type="author">
                <kwd>Fresh State</kwd>
                <kwd>Properties</kwd>
                <kwd>Self-Compacting</kwd>
              </kwd-group>
      
    </article-meta>
  </front>

  <!-- ============================================================ BODY (Abstract) -->
  <body>
        <sec>
      <title>Abstract</title>
      <p>Self compacting concrete (SCC) is concrete that does not require vibration for placing .It consists of same components as conventionally vibrated concrete which are cement, aggregates and water in addition to mineral and chemical admixtures. This research focused on the fresh state properties of self compacting concrete using recycled aggregates wastes from constructed and demolished structures. Recycled coarse aggregates used in the production of the concrete was in varying percentages of 0%, 20%, 40%, 60%, 80% and 100% as replacement of natural coarse aggregates by volume. Portland cement of 42.5N conforming to BS12 (1996) and superplasticizing admixture was used to maintain a slump of 75mm in all the six mixes used. All mixes exhibited slump flow in the range of 620 – 770mm which ranked them in the SF1 and SF2 slump flow class under EFNARC guidelines. T50 slump flow was between 2.08secs to 3.15secs categorized under vicious flow (VF2) class. V-funnel time was from 6 – 10  secs which is considered adequate under VF1 class while the L-box test was not less than 0.8 indicating deformability and segregation resistance. Self-compacting concrete made with recycled aggregates have achieved the target strength in all the mixes and also satisfied the fresh state properties required for SCC as per EFNARC specification. The work undertaken has demonstrated the suitability of recycled coarse aggregate s(RCA) for use in a range of normal grade concrete applications.  Indeed, the results have shown that up to 30% RCA can be used, without any modification in the mix design, in concrete construction with performance similar to natural aggregate concrete</p>
    </sec>
      </body>

  <!-- ============================================================ BACK (References) -->
    <back>
    <ref-list>
      <title>References</title>
            <ref id="ref1">
        <label>1</label>
        <mixed-citation>Asmus, S.M.F. and Christensen, B. J. (2009) “Status of self consolidating concrete (SCC) in Asia Paciﬁc,” In: Shi, Yu, Khayat, and Yan, eds. RILEM procedings, PRO 65, Design, performance and use of self- consolidating concrete, SCC, pp. 35–42.</mixed-citation>
      </ref>
            <ref id="ref2">
        <label>2</label>
        <mixed-citation>ASTM (2006) Standard test method for passing ability of self-consolidating concrete by J-ring, ASTM C1621/C1621M, American Society for Testing and Materials.</mixed-citation>
      </ref>
            <ref id="ref3">
        <label>3</label>
        <mixed-citation>Brameshuber, W. and Uebachs, S. (2001) “Practical experience with the application of self-compacting concrete in Germany,” Proceedings of the 2nd international symposium on self-compacting concrete, Tokyo, Japan, pp. 687–696.</mixed-citation>
      </ref>
            <ref id="ref4">
        <label>4</label>
        <mixed-citation>Bonen, D. and Shah, S.P. (2005) “Fresh and hardened properties of self-consolidating concrete,” Progress in Structural Engineering and Materials, 7(1) 14–26.</mixed-citation>
      </ref>
            <ref id="ref5">
        <label>5</label>
        <mixed-citation>Buck A.D.,(1997), Recycled concrete as a source of aggregate” Journal of American Building Materials, 18(6), pp 461–468.</mixed-citation>
      </ref>
            <ref id="ref6">
        <label>6</label>
        <mixed-citation>Daczko, J.A. (2003) “A comparison of passing ability test methods for self-consolidating concrete,” Pro- ceedings of the 3rd international RILEM symposium on self-compacting concrete, RILEM Publication SARL, pp. 335–344.</mixed-citation>
      </ref>
            <ref id="ref7">
        <label>7</label>
        <mixed-citation>EFNARC. (2002), Specification and guidelines for self-compacting concrete. Retrieved from http;//www.efnarc.org/pdf/SandGforSCC.PDF</mixed-citation>
      </ref>
            <ref id="ref8">
        <label>8</label>
        <mixed-citation>European Federation of National Trade Associations (2002) Speciﬁcation and guidelines for self-compacting concrete.</mixed-citation>
      </ref>
            <ref id="ref9">
        <label>9</label>
        <mixed-citation>Fujiwara, H. (1992) “Fundamental study on the self-compacting property of high-ﬂuidity concrete,” Pro- ceedings of Japan Concrete Institute, 14(1), 27–32.</mixed-citation>
      </ref>
            <ref id="ref10">
        <label>10</label>
        <mixed-citation>Grauers, M. (1997) “Rational production and improved working environment through using self-compacting concrete,” EC Brite-EuRam Contract No. BRPR-CT96-0366.</mixed-citation>
      </ref>
            <ref id="ref11">
        <label>11</label>
        <mixed-citation>Hayakawa, Y., Matsuoka, Y., and Shindoh, T. (1993) “Development and application of super-workable concrete.” In: Bartos, P.J.M., eds., Special concrete: workability and mixing, London: E&amp;FN Spon, pp. 183–190.</mixed-citation>
      </ref>
            <ref id="ref12">
        <label>12</label>
        <mixed-citation>Khayat, K.H., Hu, C. and Laye, J.M. (2003) “Importance of aggregate packing density on workability of self-consolidating concrete,” Proceedings of the 1st North American conference on the design and use of self-consolidating concrete, Hanley-Wood Publication, Addison, USA, pp. 55–62.</mixed-citation>
      </ref>
            <ref id="ref13">
        <label>13</label>
        <mixed-citation>Kuroiwa, S., Matsuoka, Y., Hayakawa, M., And Shindoh, T. (1993) “Application of super workable concrete to construction of a 20-story building.” In: Zia, P., ed., Proceedings of symposium on high performance concrete in severe environment, American Concrete Institute, pp. 147–161.</mixed-citation>
      </ref>
            <ref id="ref14">
        <label>14</label>
        <mixed-citation>Shindoh, T. and Matsuoka, Y. (2003) “Development of combination-type self-compacting concrete and evaluation test methods,” Journal of Advanced Concrete Technology, 1(1), 26–36.</mixed-citation>
      </ref>
          </ref-list>
  </back>
  
</article>
