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  <titleInfo>
    <title>Electro-osmotic stabilization of soft Bangkok clay</title>
  </titleInfo>
  <name type="personal">
    <namePart>Chaudhary, Sushil Kumar</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <name type="personal">
    <namePart>Balasubramaniam, A.S.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
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  <name type="personal">
    <namePart>Bergado, Dennes T.</namePart>
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  <name type="personal">
    <namePart>Guey, Lin Der</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Austrian Government</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
    </role>
  </name>
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  <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>
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  <abstract>A comprehensive experimental investigation on the electro-osmotic consolidation  of soft Bangkok clay was performed to assess the effectiveness of the treatment and to  study the mechanism of the process. Existing oedometer and triaxial cells were modified  which allowed the measurement of settlement and pore pressure at anode. Results showed  that appreciable chemical changes occur during electro-osmosis which affect the  development of negative pore pressure, settlement, and increase in strength of soil. The  voltage gradient became non-linear, pH values rose to 12.9 at cathode and decreased to  4.4 at anode. Current density decreased to only a :fraction of its initial value by the end of  primary consolidation. In current controlled tests, voltage gradient increased to several  times greater than its initial value. Strength increase as much as 126% with reduction in  moisture content of 36% was observed with an applied voltage gradient of 55.0 V/m. The  negative pore pressure developed at anode was 290.13 kPa. Theoretical predictions  grossly underestimated the measured values of negative pressure. Coefficient of electro osmotic permeability increased in the beginning and then converged to a value of 4.5 x  10-5 cm .'s-V at higher voltage gradients. Polarity reversal improved uniformity of the  treatment and decreased electrochemical changes, but it did not increase the magnitude of  negative pore pressure at anode in 48 hours of treatment. This is believed to be due to ion  segregation during the treatment. </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>Soil consolidation test</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. GE-97-03</title>
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      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B12761</identifier>
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