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  <titleInfo>
    <title>Analysis of construction methods for the Kra-canal excavation</title>
  </titleInfo>
  <name type="personal">
    <namePart>Liang, Alexander Su Fat</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Chauhan, Roshan Lal</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ueda, Tamon</namePart>
    <role>
      <roleTerm type="text">Examiantion Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Jearkjirm, Vithool</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of F.R. of Germany</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>1990</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>150 p.</extent>
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  <abstract>An attempt has been made in this study to anallse the application  of several construction methods using different combinations of  equipment, such as dragline-dump trucks, dragline-belt conveyor system,  s hove l-dump trucks , shovel-be ! t conveyor system, dredger-:-barges ,  dredger-pipe line system, railroad equipment, bucket wheel excavator,  and scrape r-pushers in the Kra-canal excavation works. The canal  alignment is divided into several sections; chainage km 0 - 2, km 2 - 5,  km 5 - 13, km 13 - 20, km 20 - 75, km 75 - 102 based on the material  encountered in each section. The equipment selected to be used in each  section depends on its suitability and ability to perform the required  excavation and transportation operation in the existing ground  condition. Because huge quantities of earth are to be moved, economy can  be achieved only by using big sized tailor-made equipment. Theoretic al  production and unit cost of moving the earth for each system were  calculated using queueing theory . The optimum allocation of material  from different sources to different destinations for chainage km 20 - 75  we re then determined using the uni t costs obtained from the application  of queueing models and by applying the transportation mode ls. The total  cost of earth- moving for each chainage were calculated based on the  quantities derived f rom the canal cross sections and the unit cost s for  different methods . These costs were then compared to select that  combination of equipment which gives the optimum costs. It was found  that a combination of dragline-conveyor system, shove l - trucks , dragline-conveyor system, shove l - dump trucks, s hove l-dump trucks, and shovel - belt  conveyor system respectively are the cheapest options for chainage km 0  - 2, km 5 - 13, km 13 - 20, km 20 - 75, km 75 - 102.</abstract>
  <note>A thesis submitted in partial fulfillments of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1990</note>
  <subject authority="lcsh">
    <topic>Kra Canal</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-90-02</title>
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    <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=B18540</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18540</url>
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    <recordCreationDate encoding="marc">270798</recordCreationDate>
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