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<article article-type="research-article" dtd-version="1.3" xml:lang="en">
  <front>
    <journal-meta>
      <journal-id journal-id-type="elibrary">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</issn>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="publisher-id">7</article-id>
      <article-id pub-id-type="doi">10.4123/CUBS.117.7</article-id>
      <title-group>
        <article-title>Strength and durability of concrete using quarry dust as a substitute for sand</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Strength and durability of concrete using quarry dust as a substitute for sand</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0001-7562-5652</contrib-id>
          <name>
            <surname>Obeid</surname>
            <given-names>Mahmoud Abdelsalam Aref</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>mahmoud.obeid@yandex.com</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0002-4323-9818</contrib-id>
          <name>
            <surname>Abu-Mahadi</surname>
            <given-names>Mohammed Ibrahim</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>abu-makhadi-mi@rudn.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0009-0006-3764-1022</contrib-id>
          <name>
            <surname>Nasrat</surname>
            <given-names>Nasratullah Abdul Ghafoor</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>nasratullahnasrat609@yahoo.com</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peoples Friendship University of Russia</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2025-05-07">
        <day>07</day>
        <month>05</month>
        <year>2025</year>
      </pub-date>
      <issue>3</issue>
      <issue-id pub-id-type="publisher-id">117</issue-id>
      <fpage>11707</fpage>
      <lpage>11707</lpage>
      <abstract xml:lang="en">
        <p>The object of research is quarry dust as a sustainable alternative to natural sand in M40-grade concrete, addressing the environmental and resource challenges caused by sand depletion in Russia. The study examines the effects of replacing fine aggregate with quarry dust (10% to 40%) on concrete's compressive strength, split tensile strength, and durability Method. The concrete mixes were designed following IS 10262-2019 guidelines, with materials hand-mixed and each component precisely weighed. The mix was placed in cubic molds, compacted, and cured in water for 28 days. A total of 45 specimens were prepared and tested for compressive strength and split tensile strength at 7, 14, and 28 days using a universal testing machine C040PN, adhering to IS 516-1959 standards. Results. Replacing up to 20% of fine aggregate with quarry dust enhances compressive strength, achieving a peak strength of 46.35 MPa at 28 days, slightly below the control mix's 47.23 MPa. And up to 20 % enhances tensile strength of concrete achieving a peak strength of 3.95 MPa at 28 days. However, beyond this threshold, performance declines, with strengths dropping to 35.21 MPa at 30% replacement and 34.04 MPa at 40%. making 20% the recommended limit for quarry dust substitution in M40-grade concrete. This approach enables sustainable use of quarry dust without sacrificing the structural qualities essential for construction.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>M40 Concrete Mix</kwd>
        <kwd>Quarry Dust</kwd>
        <kwd>Fine Aggregate Replacement</kwd>
        <kwd>Sustainable Construction</kwd>
        <kwd>Compressive Strength</kwd>
        <kwd>Split tensile strength</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
