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  <titleInfo>
    <title>Construction planning for the placing of large quantities of concrete</title>
  </titleInfo>
  <name type="personal">
    <namePart>Arif, Kamal Abdullah</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pichai Nimityongskul</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ping Kunawatsatit, Co-chairperson</namePart>
  </name>
  <name type="personal">
    <namePart>Chauhan, Roshan Lal</namePart>
    <role>
      <roleTerm type="text">Examintion Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>DAAD German Academic Exchange Service</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1987</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>126 p.</extent>
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  <abstract>This study is attempted to identify the problems and to  explore the more advanced of technical know - how involved in the  process of large concreting work. The operational sequence,  placement methods and the factors which influence the progress  of concreting work on various construction projects are analysed .  The types of construction included in this study are dams,  bridge, underground power - ho use a nd high - rise building.  Comparisons of the results has shown that the continuous  placement method yield the better output in placing of large  amounts of concrete, especially for massive reinforced concrete  structures. However, this method is still not widely accepted in  many construction projects. It is recommended that further study  be conducted on the possibility of using this method specifically  for dams, underground and under water structures as well as mass  foundations.  Finally, a proposed planning mode land some relevant check  lists are given as to provide construction planning for the  placing of large quantities of concrete more meaningful .</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Construction industry</topic>
    <topic>Planning</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Concrete construction</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-87-02</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B19344</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19344</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">300798</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818084926.0</recordChangeDate>
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