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  <titleInfo>
    <title>Engineering geological investigation of Amphoe Hua Hin area, Thailand</title>
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  <name type="personal">
    <namePart>Jworchan, Indra Lal</namePart>
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  <name type="personal">
    <namePart>Prinya Nutalaya</namePart>
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  <name type="personal">
    <namePart>Whitney, Joseph B. R.</namePart>
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  <name type="personal">
    <namePart>Rantucci, Giovanni</namePart>
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  <name type="personal">
    <namePart>Balasubramaniam, A.S.</namePart>
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      <roleTerm type="text">Examination Committee</roleTerm>
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  </name>
  <name type="corporate">
    <namePart>Swiss Government</namePart>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
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    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1986</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>97 p.</extent>
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  <abstract>Hua Hin area mainly consists of high grade metamorphic rocks and  marine deposits. The rocks include gneiss, schist, calc-silicate and  marble and are considered pre-Cambrian. Quaternary marine deposit is sand  and clay mixed at various proportions and gravel beds. Gneiss is pre dominant rock occuring all over the area. The gneiss and calc-silicate  rocks of this area is little effected by weathering, where as schist is  appreciably weathered. There are a number of marine terraces suggesting  several marine transgressions and/or tectonic uplifts . The surficial  deposits of the area are beach, dune, landslide, talus and colluviums.  Marine deposit form the foundation soil of the area. These soils can  withstand a safe bearing pressure of 15 to 25 ton/m2 , if a shallow footing.  of about 1.10 m width is placed at a depth of 1.00 to 2.50 m. Piles, of  sizes 0.40mx0.40m to 0.60mx0.60m, to a depth of 10.00 to 13.00 m will have  capacity in the range of 30.00 to 40.00 tons. the depth to bed rock within  the town is greater than 20.00 m, the deepest drill hole put within the  municipality. Hua Hin does not have serious problem with geologic phenomena like earthquake, flooding, landslide. But waste disposal site and  system does need some attention. There is no usable water resources  within the limit of study area. However, Hua Hin receives enough water  for town from Pranbuti and Petchburi. The agricultural activities depend  on the rain water. Most of the construction materials like sand, concrete  aggregates are imported from Pranburi. Marble, for dimension stone, and  vein quartz, for glass industries, are only natural resources exploited  in Hua Hin.</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.Eng.) - Asian Institute of Technology, 1986</note>
  <subject authority="lcsh">
    <topic>Engineering geology</topic>
    <topic>Thailand</topic>
    <topic>Hua Hin</topic>
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    <titleInfo>
      <title>Thesis ; no. GT-85-03</title>
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