1 Ocak 2021 Dergi makalesi Açık Erişim

Fedakar, Halil Ibrahim; Rutherford, Cassandra J.; Cetin, Bora

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  <identifier identifierType="URL">https://aperta.ulakbim.gov.tr/record/239496</identifier>
  <creators>
    <creator>
      <creatorName>Fedakar, Halil Ibrahim</creatorName>
      <givenName>Halil Ibrahim</givenName>
      <familyName>Fedakar</familyName>
      <affiliation>Abdullah Gul Univ, Dept Civil Engn, Kayseri, Turkey</affiliation>
    </creator>
    <creator>
      <creatorName>Rutherford, Cassandra J.</creatorName>
      <givenName>Cassandra J.</givenName>
      <familyName>Rutherford</familyName>
      <affiliation>Iowa State Univ, Dept Civil Construct &amp; Environm Engn, Ames, IA USA</affiliation>
    </creator>
    <creator>
      <creatorName>Cetin, Bora</creatorName>
      <givenName>Bora</givenName>
      <familyName>Cetin</familyName>
      <affiliation>Michigan State Univ, Dept Civil &amp; Environm Engn, E Lansing, MI 48824 USA</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Effect Of Principal Stress Rotation On Deformation Behavior Of Dense Sand-Clay Mixtures</title>
  </titles>
  <publisher>Aperta</publisher>
  <publicationYear>2021</publicationYear>
  <dates>
    <date dateType="Issued">2021-01-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Journal article</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://aperta.ulakbim.gov.tr/record/239496</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsIdenticalTo">10.1080/14680629.2021.1948908</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="http://www.opendefinition.org/licenses/cc-by">Creative Commons Attribution</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">This paper investigated the deformation behaviour of K-consolidated sand-clay mixtures through cyclic triaxial (CT) and hollow cylinder (CHC) tests. The sand-clay mixtures contained 0%, 5%, 10% and 20% clay by weight and were prepared at a relative density of 75%. Clay inclusion caused an increase in the permanent axial strain of mixtures (0.075% to 5% in CT and 0.186% to 5% in CHC), while a relatively insignificant increase in permanent axial strain was observed in the CT specimens containing 5% and 10% clay (0.075% to 1.299%). However, all CHC specimens with clay failed (epsilon(z) &amp;gt;= 5%). It was also observed that shear strain development of sand is significantly influenced by clay inclusion (0.096-2.241%) in CHC tests. Test results clearly show that the effect of a principal stress rotation should be taken into account to better estimate the deformation behaviour of sand-clay mixtures under repetitive traffic loads.</description>
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