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  <titleInfo>
    <title>Application of simulation in construction operations</title>
  </titleInfo>
  <name type="personal">
    <namePart>Orejudos, Jerson New</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>Pichai Nimityongskul</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ping Kunawatsatit</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government Of Australia</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1987</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <abstract>Quarrying operation and concrete distribution are two of the most  basic processes in the construction industry. Proper planning of these  operations, therefore , would enhance minimization of cost and  maximization of profit. A majority of construction situations involve  a single-server system. Accordingly, data for this study have been  collected from three different sources. The distributions of service  times and inter-arrival times are established after intensive verification and validation as log-normal and Weibull, respectively. A simulation model is then formulated and a computer program for the same is  written in FORTRAN language. Parameters obtained from the analysis of  field data, which include scale and shape parameters of the Weibull  distribution, mean and service times of the log-normal distribution,  maximum number of truck arrivals and average truck-capacity utilized  per trip are fed as input to the program and simulation output is obtained. This is then compared with the deterministic output derived from  the field data. Further comparison is done on production rates derived  by using the queueing theory. Results showed that production rates obtained from simulation and the queueing theory are lower than rea 1-world  values.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Construction industry</topic>
    <topic>Simulation methods</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-87-22</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=B19366</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B19366</url>
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