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  <title>A Preliminary Assessment of Allowable Gross Loads for a Contingency Airfield</title>
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  <namePart>Dass, M. Susan - p</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
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 <name type="Personal Name" authority="">
  <namePart>Dass, C. William</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
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 <genre authority="marcgt">bibliography</genre>
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  <place>
   <placeTerm type="text">England</placeTerm>
  </place>
  <publisher>Federal Highway Administration</publisher>
  <dateIssued>1994</dateIssued>
 </originInfo>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>1395-1409;p</extent>
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  <titleInfo/>
  <title>Proseedings ; The 4 th International Conference On the &quot;Bearing Capacity Of Roads And Airfields&quot; Volume 2</title>
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 <note>The main purpose of this analysis was to compare deterministic and probabilistic methods for calculating allowable gross loads (AGLs) in an actual contingency airfield scenario. Current analysis methods for pavement evaluation provide a single deterministic answer for allowable aircraft loads. Variations in actual conditions, such as subgrade modulus and the magnitude of expected loading, are not considered. The following AGL analysis for Somali airfields illustrates how the method works, what is required for a problem description, and most important, how the systematic consideration of uncertainties can improve the pavement analyses provided to operation commands.</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>AIRPORT RUNWAYS</topic>
 </subject>
 <classification>625.7(063)</classification>
 <identifier type="isbn"></identifier>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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