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  <titleInfo>
    <title>Large scaled oedometer and triaxial tests on rockfill materials</title>
  </titleInfo>
  <name type="personal">
    <namePart>Ansari, Khalid Salman</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chandra, Sarvesh</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Rantucci, Giovanni</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Towhata, Ikuo</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Royal Dutch 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>1986</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>105 p.</extent>
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  <abstract>Aiming to provide some useful data tor the improvement of  design of r ock:t:i11 dams this study was carried out. Keeping the  objective in mind a research program vas sketched out by the  author on greywacku rockfill. material ( being used in the  construction of embankments of Chiev Larn Dam in tile Southern  part of thai1and ), was shipped by EGAT t o AIT.  The research on this topic done by different authors, are  given in chronologica1 order, to enable the reader t o have a  systematic idea about the developments done from the beginning  till now. The effects of certain factors on one dimensional  co{u2022}pressibi1ity and Shear strength a re also discussed in  detailed.  The total research work was divided into three series of  tests. The physical properties tests, to support the results of  other two series of tests. Then on three different gradations  made by parallel modelling of rockfill), large static triaxial  tests were d one to investigate the effects of grain size,  confining pressure on the shear strength to rockfi11. furthermore  the effects of the size of sample vas also investigated by  testing the specimen made from same gradation in two different  sizes of triaxia1 cells. The third series of tests were performed  on large oedometer, to see the one dimensional stress strain  behaviour and the effects of particle sizes gradations on the  co pressibi1i~y of rockfill.  The description about the large static triaxial machine is  also given in detail, to help the following researcher to  understand about the handling to this very sophisticate a machine</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, 1986</note>
  <subject authority="lcsh">
    <topic>Rockfills</topic>
    <topic>Testing</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Earth dams</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. GT-85-22</title>
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      <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=B19687</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19687</url>
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    <recordCreationDate encoding="marc">030299</recordCreationDate>
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