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  <titleInfo>
    <title>Development of preplaced aggregate concrete with low cement content</title>
  </titleInfo>
  <name type="personal">
    <namePart>Ghimire, Subarna</namePart>
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      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <name type="personal">
    <namePart>Krishna, Chaitanya</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Thanakorn Pheeraphan</namePart>
    <role>
      <roleTerm type="text">(Co-chairperson)</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Raktipong Sahamitmongkol</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AIT Scholarships</namePart>
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  <genre authority="marc">technical report</genre>
  <originInfo>
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      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Pathum Thani, Thailand</placeTerm>
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    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2023</dateIssued>
    <issuance>continuing</issuance>
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    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>70 leaves : ill.</extent>
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  <abstract>When Preplaced Aggregate Concrete (PAC) is cast, coarse aggregates are first  preplaced into the formwork, and then grouts are added to fill in the spaces left by the  coarse aggregates. This allows coarse aggregates to occupy a significantly larger  volume than with traditional casting techniques. This technique mostly depends on the  grout's capacity to fill voids and the size of those voids, both of which depend on the  workability of the grout and the form and gradation of the coarse aggregate.  This research study intended to develop the Preplaced Aggregate Concrete with low  cement content. The purpose of this work is to create the optimal mix of PAC with low  cement content that can be utilized for specific applications. The use of larger size of  fine aggregates into the molds along with coarse aggregates to reduce the void content  is also implemented. By doing so, the void content has been reduced from 40 to 37.5%.  For further reduction of cement content, supplementary cementitious materials (SCMs)  like fly ash (20 to 40%) and silica fume (5 to 7.5%) are used into the grout. Three factor two-level central composite design is setup using Design of Experiment to study  the effects of SCMs in PAC. Compressive strength of 39.53 MPa and Flexural strength  of 7.95 MPa was the highest value achieved at 28 days. For the maximum replacement  of cement, the compressive strength and flexural strength were 26 MPa and 4.24 MPa  respectively. Additionally, all the mixes underwent tests for shrinkage and rapid  chloride penetration, with excellent outcomes. Fly ash to Binder ratio had negative  effect on the compressive and flexural strength but it showed positive response for  resisting the chloride ion penetration through the concrete. Shrinkage of the Preplaced  aggregate concrete with low cement content was mostly affected by the silica fume to  binder ratio.  </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the  degree of Master of Engineering in Structural Engineering</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2023</note>
  <subject authority="lcsh">
    <topic>Frost resistant concrete</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Aggregates (Building materials)</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-23-06</title>
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      <namePart>Asian Institute of Technology.</namePart>
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