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  <titleInfo>
    <title>Performance of bottom ash treated peat soil in improving bearing capacity</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sonia Singgar Lembang</namePart>
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    <dateIssued encoding="marc">2018</dateIssued>
    <copyrightDate encoding="marc">2018</copyrightDate>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>xiv, 82 pages : illustrations (some color) ; 30 cm. + 1 CD-ROM</extent>
  </physicalDescription>
  <abstract>Peat  soil  with  low  shear  strength,  high  compressibility  and  high  initial  water content, is deem unsuitable for construction process.  Hence  soil mixing  with Ordinary Portland Cement (OPC) is one of the methods commonly used to treating the peat soil.However due to high cost this method is still not the best method recommended for this purpose. In power plant industry bottom ash considered waste material with nowhere to dispose  and  no  reuse  value.  Previous  research  shows  bottom  ash  mix  with  cementpowder  is  expected  to  stabilise  the  peat  soil  by  changing  it  natural  properties.  This research aims to study the bearing capacity and group index of stabilized tropical peat soil of East Coast of Peninsular Malaysia by mixing same proportion of OPC cement and various proportion of bottom ash. Also this study will discuss the behaviour of peat soil with or without the bottom ash and cement stabilization. A fixed proportion of OPC binders  and  various  proportion  of  bottom  ash  (pozzolanic  material)  in  a  series  of laboratory  test  were  conducted.  All  samples  have  undergone  3  days  soaked  in  water experience  for  soaked  sample.  Unsoaked  sample  was  tested  after  mixing.  The improvement  in bearing  capacity  was  being evaluated using California  Bearing Ratio (CBR) test. The  results shows that after mixing with bottom ash the bearing capacity of peat soil increase with increase the bottom ash percentage in peat soil.</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Sonia Singgar Lembang</note>
  <note>Faculty of Civil Engineering and Earth Resources</note>
  <note>Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018</note>
  <note>Includes bibliographical references</note>
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      <namePart>Faculty of Civil Engineering and Earth Resources</namePart>
    </name>
    <topic>Dissertations</topic>
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  <subject authority="lcsh">
    <topic>Universities and colleges</topic>
    <topic>Disertations</topic>
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  <subject authority="lcsh">
    <topic>Theses</topic>
  </subject>
  <identifier type="isbn">THE0008320(Local)</identifier>
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    <recordCreationDate encoding="marc">191029</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251125105415.0</recordChangeDate>
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      <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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