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  <title>Comparison of Computer Predictions and Field Data for Dynamic Analysis of Falling Weight Deflectometer Data</title>
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  <namePart>Briggs,  Robert C.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1991</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <form authority="gmd">Computer Software</form>
  <extent>p61-71</extent>
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  <titleInfo/>
  <title>Trr No. 1293 Pavement Design, Management, And Performance</title>
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 <note>&lt;br /&gt;Trr No. 1293 Pavement Design, Management, And Performance, pp. 61-71&#13;
The asphaltic concrete surface layer was represented as a three-parameter viscoelastic medium. The base course, subgrade layers, and bedrock layers, if any, were treated as damped elastic ,olids. These physical properties were backcalculated b_v matchin-, approximately the frequency-analyzed field data with computed vulues by varying the SC'ALPO&quot;C input data set. Good ugrecnicnt hetweenexperimcntal and computer-predicted responses was Wtained using the backcalculated pavement layer propertic,. Onr site with near-surface bedrock was analyzed and good agreement was obtained.</note>
 <subject authority="">
  <topic>FALLING WEIGHT DEFLECTOMETER</topic>
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 <classification>006:656.021</classification>
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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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