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  <titleInfo>
    <title>Finite element modelling of sand drains</title>
  </titleInfo>
  <name type="personal">
    <namePart>Lee, Yung-chang</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Honjo, Yusuke</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Bergado, Dennes T.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Noppadol Phien-Wej</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of R.O.C</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>1992</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>95 leaves : ill.</extent>
  </physicalDescription>
  <abstract>A case record of an embanl&lt;:.ment built on soft clay ground with sand drain is analyzed using·finite element method. The Biot's multi-dimensional consolidation model is employed. The program is formed by gathering and assembling· the subroutine programs provided by Smith and Griffs (1988 ). One dimensional drain element is developed to simulate the function of the installed sand drains . After testing the program by some simple examples whose solution is known the case is analyzed . Although the constitutive model used is a simple linear elastic, the result obtained exhibit good capability to simulate the observation data. In addition to these work, some pre-post data treatment produces are developed to reduce the labor of the data preparation and the post data processing.</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</note>
  <subject authority="lcsh">
    <topic>Sand drains</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Finite element method</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. GT-91-21</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=B16638</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B16638</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">241198</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818113901.0</recordChangeDate>
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