1 Ocak 2017 Dergi makalesi Açık Erişim

Yilmaz, Mehmet; Yamac, Ozge Erdogan

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  <identifier identifierType="URL">https://aperta.ulakbim.gov.tr/record/44737</identifier>
  <creators>
    <creator>
      <creatorName>Yilmaz, Mehmet</creatorName>
      <givenName>Mehmet</givenName>
      <familyName>Yilmaz</familyName>
      <affiliation>Firat Univ, Fac Civil Engn, Dept Civil Engn, TR-23119 Elazig, Turkey</affiliation>
    </creator>
    <creator>
      <creatorName>Yamac, Ozge Erdogan</creatorName>
      <givenName>Ozge Erdogan</givenName>
      <familyName>Yamac</familyName>
      <affiliation>Firat Univ, Fac Civil Engn, TR-23119 Elazig, Turkey</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Evaluation Of Gilsonite And Styrene-Butadiene-Styrene Composite Usage In Bitumen Modification On The Mechanical Properties Of Hot Mix Asphalts</title>
  </titles>
  <publisher>Aperta</publisher>
  <publicationYear>2017</publicationYear>
  <dates>
    <date dateType="Issued">2017-01-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Journal article</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://aperta.ulakbim.gov.tr/record/44737</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsIdenticalTo">10.1061/(ASCE)MT.1943-5533.0001938</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 study is an investigation of the rheological properties of bituminous binders and the mechanical properties of hot mix asphalts (HMAs) when a combination of styrene-butadiene-styrene (SBS) and American Gilsonite (AG) is added to bitumen. In this work, HMAs were prepared with two binders containing a single additive (5% SBS and 18% AG) and three binders containing two different additives (4% SBS + 6% AG, 3% SBS + 10% AG, and 2% SBS + 13% AG), which have the same Superpave performance levels. Tests carried out on the mixes demonstrated that the most effective additives relative to Marshall stability, retained Marshall stability, and indirect tensile strength values were 18% AG and 3% SBS + 10% AG; the most effective additives relative to stiffness and fatigue life were 18% AG, 2% SBS + 13% AG, and 3% SBS + 10% AG; and the most effective additives against moisture-induced damage were 5% SBS, 2% SBS + 13% AG, and 3% SBS + 10% AG. A consideration of all of the study's findings indicate that the utilization of a combination of SBS and AG is provides more benefits than utilizations of SBS or AG alone. (C) 2017 American Society of Civil Engineers.</description>
  </descriptions>
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