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<ArticleSet>
  <Article>
    <Journal>
      <PublisherName>IJIRCSTJournal</PublisherName>
      <JournalTitle>International Journal of Innovative Research in Computer Science and Technology</JournalTitle>
      <PISSN>I</PISSN>
      <EISSN>S</EISSN>
      <Volume-Issue>Volume 10 Issue 6</Volume-Issue>
      <PartNumber/>
      <IssueTopic>Civil Engineering</IssueTopic>
      <IssueLanguage>English</IssueLanguage>
      <Season>November - December 2022</Season>
      <SpecialIssue>N</SpecialIssue>
      <SupplementaryIssue>N</SupplementaryIssue>
      <IssueOA>Y</IssueOA>
      <PubDate>
        <Year>2022</Year>
        <Month>10</Month>
        <Day>31</Day>
      </PubDate>
      <ArticleType>Computer Sciences</ArticleType>
      <ArticleTitle>Polymer Modified Flexible Pavement and Characterization</ArticleTitle>
      <SubTitle/>
      <ArticleLanguage>English</ArticleLanguage>
      <ArticleOA>Y</ArticleOA>
      <FirstPage>23</FirstPage>
      <LastPage>28</LastPage>
      <AuthorList>
        <Author>
          <FirstName>Mushtaq Ahmad Bhat</FirstName>          
          <AuthorLanguage>English</AuthorLanguage>
          <Affiliation/>
          <CorrespondingAuthor>Y</CorrespondingAuthor>
          <ORCID/>
                      <FirstName>Er. Sakshi Bhatia</FirstName>          
          <AuthorLanguage>English</AuthorLanguage>
          <Affiliation/>
          <CorrespondingAuthor>N</CorrespondingAuthor>
          <ORCID/>
           
        </Author>
      </AuthorList>
      <DOI>  https://doi.org/10.55524/ijircst.2022.10.6.4</DOI>
      <Abstract>Rutting is an essential explanation of untimely disintegration of black-top roadway asphalts. Asphalts constructed with polymer and different modifiers are showing further developed execution. The virgin black-top and changed asphalt binders and blends utilized on a few test segments of the I-55 thruway restoration project in northern Missis-sappy are looked at. The research centre downer consistence information for these fasteners were estimated at low temperatures using a changed test technique adjusted for the Twisting Pillar Rheometer gadget. Dynamic Shear Rheometer was utilized at high assistance temperatures. The drag consistence information of the cover was utilized as a contribution to Simu-late downer consistence conduct of the blend utilizing a micromechanical model. The field assessment affirms therelatively lackluster showing of the virgin black-top area regarding rutting, contrasted with adjusted binder sections.</Abstract>
      <AbstractLanguage>English</AbstractLanguage>
      <Keywords>Polymers, Flexible Pavement, Betimes, Marshall Stability</Keywords>
      <URLs>
        <Abstract>https://ijircst.org/abstract.php?article_id=1048</Abstract>
      </URLs>      
    </Journal>
  </Article>
</ArticleSet>