1 Ocak 2021 Dergi makalesi Açık Erişim

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

Dublin Core

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  <dc:creator>Fedakar, Halil Ibrahim</dc:creator>
  <dc:creator>Rutherford, Cassandra J.</dc:creator>
  <dc:creator>Cetin, Bora</dc:creator>
  <dc:date>2021-01-01</dc:date>
  <dc:description>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) &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.</dc:description>
  <dc:identifier>https://aperta.ulakbim.gov.trrecord/239496</dc:identifier>
  <dc:identifier>oai:aperta.ulakbim.gov.tr:239496</dc:identifier>
  <dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
  <dc:rights>http://www.opendefinition.org/licenses/cc-by</dc:rights>
  <dc:source>ROAD MATERIALS AND PAVEMENT DESIGN</dc:source>
  <dc:title>Effect of principal stress rotation on deformation behavior of dense sand-clay mixtures</dc:title>
  <dc:type>info:eu-repo/semantics/article</dc:type>
  <dc:type>publication-article</dc:type>
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