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  <titleInfo>
    <title>Effects of weathering and slope stability of Chai Wan Area, Hong Kong</title>
  </titleInfo>
  <name type="personal">
    <namePart>Posit Nippitawasin</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prinya Nutalaya</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Brand, E.W.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Onodera, T. F.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Federal Republic of German</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>1978</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
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    <extent>147 p.</extent>
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  <abstract>The Chai Wan area situated at the Northeast part of Hong Kong island and occupied area about 6.40 square kilometers. Two types of volcanic and a granite were found underlying landslide and colluvial deposits which formed the majority of the slope material. Schmidt rebound hardness test, penetration test, infiltration test and seismic survey were used to access the weathering effect of these rock types in the field in addition  to the determinations of some physico-mechanical properties in laboratory. Test results indicated the decrease in the strength properties especially in shear strength characteristics with increased weathering. The test  results were used in stability analysis and it was concluded that slope was stable on the rock material weathered to grade WI! but the stability was influenced by the variation of shear strength parameters; unit weight  and water table condition on the material weathered to grade WIII and higher. A scheme of weathering grade classification. was proposed.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science of the Asian Institute of Technology, Bangkok, Thailand</note>
  <note>Thesis (M.Sc.) - Asian Institute of Technology, 1978</note>
  <subject authority="lcsh">
    <topic>Weathering</topic>
    <topic>Hongkong</topic>
    <topic>Chai Wan Area</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Rock slopes</topic>
    <topic>Hongkong</topic>
    <topic>Chai Wan Area</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. 1293</title>
    </titleInfo>
    <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=B22899</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B22899</url>
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    <recordCreationDate encoding="marc">250398</recordCreationDate>
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