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  <titleInfo>
    <title>Development of preplaced lightweight aggregate concrete</title>
  </titleInfo>
  <name type="personal">
    <namePart>Wasuchart Chiemchit</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Punchet Thammarak</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>Royal Thai Government Fellowship</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Pathum Thani, Thailand</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2020</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>91 leaves : ill. </extent>
  </physicalDescription>
  <abstract>This research study intended to develop the Preplaced Aggregate Concrete (PAC) by  using lightweight aggregate. The idea of preplaced aggregate concrete could provide a  very big advantage for implementing lightweight aggregate by a very high amount of  aggregate percentage to cement paste which would end up reducing a density for  concrete. The purpose of this work is to implement the PAC idea to lightweight  aggregate and develop a structural lightweight concrete. Since lightweight aggregate  gradation is usually way smaller than the normal weight aggregate, the production of  Preplaced Lightweight Aggregate is more challenging due to its size and low specific  gravity. The flowability of the grout is the important thing which will be checked and  control carefully. The supplementary materials were used to improve the fresh  properties and hardened properties of the product. The research was developed by using  DOE of 2k (Two level of full factorial design) with added center points with 3 factors  as k resulted in 15 mixes plus 1 control mix, all the results were analyzed by Minitab17.  The highest compressive strength that was developed from this work was 27.65 MPa  at 28 days, 3.47 MPa in Flexural strength, 8.98 GPa of Modulus of Elasticity and about  1300 Kg/m3 of the oven-dried density. According to the compressive strength and, the  product from this research could be counted as a structural lightweight preplaced  aggregate concrete to use as the structural components.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the  degree of Master of Engineering in Structural Engineering, School of Engineering and Technology</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2020</note>
  <subject authority="lcsh">
    <topic>Lightweight concrete</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Aggregates (Building materials)</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-20-02</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B15719</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B15719</url>
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    <recordCreationDate encoding="marc">220210</recordCreationDate>
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