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  <titleInfo>
    <title>Modelling of non-linear stress-strain behavior of geomaterials</title>
  </titleInfo>
  <name type="personal">
    <namePart>Xiaonong, Luo</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Shibuya, Satoru</namePart>
    <role>
      <roleTerm type="text">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>Kohgo, Yuji</namePart>
    <role>
      <roleTerm type="text">Examination Committee  </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">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1997</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>115 leaves : ill. + 1 online resource</extent>
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  <abstract>Applicability of a new model for stress-strain non-linearity behavior of geomaterials, Double  Exponential Fitting Model (DEFM), is studied in depth by examining its modelling capability  of fitting the observed experimental data of various geomaterials over a wide range of strain.  The detailed examinations are made for the results of UC and CU tests of three geomaterials,  cement-treated sandy soil, mudstone and reconstituted clay. The emphasis of examination is  laid on the influence of the known points on the determination of model parameters together  .lwith the fitting accuracy. Similar examination is also made for the comparison ofDEFM with  other existing models.  The appraisal of the fitting is carried out in a quantitative manner. The results show that DEFM  is effective in modelling non-linear behaviour of different geomaterials over a wide strain range  in both stiffness-stress relationship and stress-strain relationship as long as the known fitting  points are appropriately selected. Some criteria for choosing the fitting points in both two point fitting method and three-point fitting methods are proposed. The application of DEFM to  the behaviour of stiffer geomaterials show higher degree of the fitting accuracy than those for  softer geomaterials. It is found that DEFM is advantageous in modelling non-linear stress strain behaviour of geomaterials over a wide strain range as compared with other existing  models. </abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering</note>
  <note>Thesis (M. Sc.) - Asian Institute of Technology</note>
  <subject authority="lcsh">
    <topic>Strains and stresses</topic>
    <topic>Mathematical models</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. GE-96-20</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=B13525</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B13525</url>
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    <recordCreationDate encoding="marc">970807</recordCreationDate>
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