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  <titleInfo>
    <title>Engineering geology of Khorat city</title>
  </titleInfo>
  <name type="personal">
    <namePart>Peangta Satarugsa</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>Balasubramaniam, A.S.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
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  <name type="personal">
    <namePart>Rantucci, Giovanni</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Royal Danish Government (DANIDA)</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>1987</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>86 p.</extent>
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  <abstract>A series of thematic maps for the town of Khorat were constructed .  They are geomorphological map, geologic map, engineering geologic map,  hydrogeologic map and fence diagram, urban mineral resource map,  geotechnical land use limitation map, physical constraint map, slope  map and documentation map. The landform features of the Khorat city  is comprised of undulated terrain, undifferentiated terrain, alluvial  terrace, oxbow lakes, and swamp, flood plain, stream and tributaries. The  Khorat area is underlain by rocks of the Khok Kruat, Mahasarakam and Phu  Khao Thong Formations and unconsolidated sediments which consist of  gravel bed, laterite, alluvium and loess. The surficial geology consist  of loess, alluvium and land fill deposits. The loess is sandy silt (ML)  and silty sand(SM). It is non dispersive. The alluvium commonly consists  of sandy clay(CL), silty clay (CL), clayey sand (SC) and silty sand with  clay(SM). The land fill are composed of loessial soil , alluvium, laterite,  gravel and solid waste refuse. An alluvial aquifer yield good quality  water inlarge quantity. Shale is the bed rock of the area . Its depth is  about 20-60 m below the ground surface. Construction materials are adequate for us e up to the year 2001. The city has inadequate waste  disposal site, shortage of water supply and no proper plan of the urban  built up area. Flooding is caused by overflow and poor drainage along  the old alluvial terrace and the Lumtakhong area. However,  groundwater is plentiful in that particular zone.</abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Sc.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Engineering geology</topic>
    <topic>Thailand</topic>
    <topic>Khorat</topic>
  </subject>
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      <title>Thesis ; no. GT-86-29</title>
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