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    <title>Transport Research International Documentation (TRID)</title>
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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>TEST PROCEDURE FOR DETERMINING THE RESILIENT PROPERTIES OF GRANULAR MATERIALS</title>
      <link>https://trid.trb.org/View/109707</link>
      <description><![CDATA[RESULTS OF INVESTIGATION INDICATE THAT THE NUMBER OF STRESS REPETITIONS AND THE STRESS SEQUENCE HAVE LITTLE EFFECT ON THE RESILIENT BAHAVIOR OF GRANULAR MATERIALS.  THERE IS NO EVIDENCE OF A CHANGE IN RESILIENT BEHAVIOR WITH CHANGES IN LOAD DURATION OR FREQUENCY. THE SIGNIFICANCE OF THESE FINDINGS IS THAT THE RESILIENT RESPONSE DETERMINED AFTER 150 TO 200 REPETITIONS WILL PROVIDE A REASONABLE INDICATION OF RESILIENT PROPERTIES FOR A MATERIAL SUBJECTED TO A COMPLEX STRESS HISTORY.  FINDINGS ALSO INDICATE THAT THE RESPONSE TO STRESSES OF DIFFERENT INTENSITIES CAN BE MEASURED IN ANY SEQUENCE ON A SINGLE SAMPLE.  FURTHERMORE, THE RESPONSE CAN BE DETERMINED USING EITHER STATIC OR DYNAMIC TRIAXIAL LOAD TESTS.]]></description>
      <pubDate>Thu, 11 Apr 1974 00:00:00 GMT</pubDate>
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