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  <titleInfo>
    <title>Behavior of steel fibre in reinforced recycled concrete aggregate beam</title>
  </titleInfo>
  <name type="personal">
    <namePart>Nur Syuhada Thobari</namePart>
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    <dateIssued encoding="marc">2017</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
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    <extent>xii, [59] pages : illustrations (some color), charts ; 30 cm. + 1 CD-ROM</extent>
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  <abstract>This paper is to investigate the effects of replacing natural coarse aggregates (NCA) with recycled concrete aggregates (RCA) and additional of steel fibres (SF) on compressive strength and flexural strength of concrete. There are four beams are provided with concrete mix design in this project by partial replacing NCA by 25% RCA and by adding 0%, 1% and 2% of SF. To determine the flexural strength, the beams of size 150mm X 250mm X 1500 mm were casted. To determine compressive strength of concrete mix, 24 cubes of size 150mm x 150mm x 150mm were prepared and tested after the period of 7 and 28 days of water curing.</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Nur Syuhada Thobari</note>
  <note>Faculty of Civil Engineering and Earth Resources</note>
  <note>Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017</note>
  <note>Includes bibliographical references</note>
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      <namePart>Faculty of Civil Engineering and Earth Resources</namePart>
    </name>
    <topic>Dissertations</topic>
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  <subject authority="lcsh">
    <topic>Universities and Colleges</topic>
    <topic>Dissertations</topic>
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  <subject authority="lcsh">
    <topic>Theses</topic>
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  <identifier type="isbn">THE0000727(Local)</identifier>
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    <recordCreationDate encoding="marc">180115</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251117113359.0</recordChangeDate>
    <recordIdentifier source="KUKTEM">vtls000102754</recordIdentifier>
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