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  <titleInfo>
    <title>Consolidation analysis of fill type dam during construction and filling of reservoirs</title>
  </titleInfo>
  <name type="personal">
    <namePart>Suksun Horpibulsuk</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kohgo, Yuji</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Guey, Lin Der</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Balasubramaniam, A.S.</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 Royal Thai Government</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>1998</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
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    <extent>86 leaves</extent>
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  <abstract>In this thesis, The author investigated the following terms; 1) Simulations of  mechanical tests of the typical soil sample from Khon Kaen City in Northeast Thailand. 2)  Dam.analysis during construction stage and filling ofreservoir  On term 1), the simulations of yellow soil were investigated by using Kohgo's  elastoplastic model for unsaturated soil with oedometer, pressure plate and triaxial test. The  results and discussions are described in Chapter 4. An elastoplastic model, which is used  for interpretation and estimation of unsaturated mechanical behavior and consolidation  analysis, were proposed in Chapter 3. In this simulation, it showed that the simulation  results agreed well with experimental ones  On term 2), Oreville dam was analysed by using the consolidation method during  construction stage and reservoir filling. The results of horizontal movements, settlements  and effective stresses with their discussions were proposed in Chapter 4. The importances  of this analysis were illustrated in Chapter 2. This analysis of horizontal movements due to  reservoir filling agreed well with measured ones.  The conclusions and recommendations were described in Chapter 5.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of  Engineering, School of Civil Engineering</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1998</note>
  <subject authority="lcsh">
    <topic>Earth dams</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Soil consolidation test</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. GE-97-01</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B12759</identifier>
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