<?xml version="1.0" encoding="UTF-8"?>
<ArticleSet>
  <Article>
        <Journal>
            <PublisherName>Scienceline Publications</PublisherName>
            <JournalTitle>Journal of Civil Engineering and Urbanism</JournalTitle>
            <ISSN>2252-0430</ISSN>
            <Volume>11</Volume>
            <Issue>5</Issue>
            <PubDate PubStatus="epublish">
             <Year>2021</Year>
             <Month>September</Month>
            </PubDate>
        </Journal>
        <ArticleTitle>Evaluation of Rheological Characteristics of Graphite Modified Bitumen</ArticleTitle>
        <FirstPage>51</FirstPage>
        <LastPage>57</LastPage>
        <ELocationID EIdType="url">https://ojceu.com/main/attachments/article/84/JCEU%2011(5)%2051-57,%202021.pdf</ELocationID>
        <Language>EN</Language>
        <AuthorList>
			<Author>
                <FirstName>Odunayo</FirstName>
                <MiddleName>Olayemi</MiddleName>
                <LastName>Oladunjoye</LastName>
                <Affiliation>Federal University of Technology, Akure, Nigeria</Affiliation>
			</Author>
			<Author>
                <FirstName>Olugbenga</FirstName>
                <MiddleName>Joseph</MiddleName>
                <LastName>Oyedepo</LastName>
                <Affiliation>Federal University of Technology, Akure, Nigeria</Affiliation>
			</Author>
			<Author>
                <FirstName>Ebenezer</FirstName>
                <MiddleName>Omoniyi</MiddleName>
                <LastName>Olukanni</LastName>
                <Affiliation>Federal University of Technology, Akure, Nigeria</Affiliation>    
			</Author>
			<Author>
                <FirstName>Sombo</FirstName>
                <MiddleName>Philiph</MiddleName>
                <LastName>Akande</LastName>
                <Affiliation>Federal University of Technology, Akure, Nigeria</Affiliation>    
			</Author>
			        </AuthorList>
            
        <Abstract>The level of performance of asphalt concrete has a close relationship with the properties of bitumen used. This
research evaluates the rheological parameters of graphite modified bitumen. Index properties tests were conducted
on bitumen and graphite to determine their suitability. Dynamic viscosity and dynamic shear rheometer were
conducted on bituminous binder modified with four different proportion of graphite ranging from 2% to 10% by
bitumen weight. Dynamic viscosity test was conducted on bitumen and graphite modified bitumen at temperature of
1350C and 1650C using Brookfield Viscometer. The rheological properties are centered on phase angle (δ) and
complex shear modulus (G*) which were determined on bitumen and graphite modified bitumen at temperature
ranging from 520C – 700C at 10 rad/s frequency using Dynamic Shear Rheometer in accordance with ASTM
D7175-15. The storage modulus (G'), loss modulus (G") and rutting parameters were then evaluated from phase
angle and complex shear modulus. The bitumen and graphite modified bitumen showed that graphite modified
bitumen has the highest complex shear modulus and rutting parameter of 8984 (kPa) and 33387 (kPa) at 10%
graphite content. The results of viscosity helped to determine the mixing and compaction temperatures. Dynamic
shear rheometer test results determined the elastic and viscous behaviour at various temperature. The higher the
complex shear modulus and rutting parameter the stiffer the binder will resist deformation and rutting.</Abstract>
        <KeywordsList>
                <Keyword>Graphite</Keyword>
                <Keyword>Bitumen</Keyword>
		<Keyword>Rheology</Keyword>
		<Keyword>Characteristics</Keyword>
		<Keyword></Keyword>
	</KeywordsList>
 </Article>
</ArticleSet>
