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  <titleInfo>
    <title>Pavement design on Mahendra Rajmarga-Sindhuli Road, Nepal</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sharma, Mohan Prasad</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Rantucci, Giovanni</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Murata, Takahiro</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prapansak Buranaprapa</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Norwegian Agency for International  Development (NORAD), Norway</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
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    <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>113 p.</extent>
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  <abstract>The Mahendra Rajmarga- Sindhuli Road of Nepal is a part of proposed  Banepa-Sindhuli-Bardibas road corridor, which has a great impact on national economy. Proper design and construction of pavement structure  plays significant role for reducing transportation cost . The purpose of  the research study was focused on (i) the flexible pavement design of  existing 'Mahendra Rajmarga (East-West Highway) - Sindhuli Road' based  on three different methods namely AASHTO, Asphalt Institute and Road  Note-31, (ii) economic comparison of different pavement types.  The study was conducted by stage construction approach with two  stages at years 1991~ and 1998, the later being an expected year for the  completion of the Sindhuli-Banepa sector. Possibilities of traffic diversion from the East-West Highway and Calcutta-the nearest sea port-were  considered. Alternative Pavement ·thicknesses were obtained and the economic analysis was done by the Present Worth Method at 10% discount rate  for 25 year analysis period. The result concluded preference of the  pavement thickness by Road Note-31 method.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirement for the Master of Engineering Degree, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1987</note>
  <subject authority="lcsh">
    <topic>Pavements</topic>
    <topic>Nepal</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. GT-86-45</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B19299</identifier>
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