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    <title>Transport Research International Documentation (TRID)</title>
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    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
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      <title>VIBRATION RIDE COMFORT CRITERIA</title>
      <link>https://trid.trb.org/View/54318</link>
      <description><![CDATA[Results from a test program at Langley Research Center to develop an empirical model for predicting passenger comfort responses to multiaxis vibrations are restricted to a description and understanding of human response to complex vertical axis vibrations.  The approach to multifrequency vibration includes a separate consideration of the discomfort associated with each frequency component or band of the total spectrum, and a subsequent empirical weighting of the discomfort components of these frequency bands when in various random combinations.]]></description>
      <pubDate>Wed, 31 Aug 1977 00:00:00 GMT</pubDate>
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      <title>FIELD PERFORMANCE OF REINFORCED CONCRETE PIPE</title>
      <link>https://trid.trb.org/View/26660</link>
      <description><![CDATA[The field performance of a full-scale reinforced concrete pipe in an embankment installation is described.  Normal stresses were measured by specially designed stress cells placed in the soil and at the soil-pile interface. Displacements in the soil were obtained by settlement plates, and the resulting data were used to calculate a settlement ratio that is in agreement with that anticipated for such an installation.  In the pipe itself, diameter changes and strains in the concrete and reinforcing steel were monitored.  Data were taken to investigate the response of the soil-pipe system to incremental increases in the height of cover and to the application of a live load under conditions of shallow cover.  In general, the experimental measurements are mutually consistent, but they exhibit some differences from results predicted by plane strain finite element model that utilizes soil parameters obtained primarily from uniaxial strain tests.]]></description>
      <pubDate>Tue, 22 Apr 1975 00:00:00 GMT</pubDate>
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