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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Semnan University Press</PublisherName>
				<JournalTitle>Journal of Transportation Infrastructure Engineering</JournalTitle>
				<Issn>2423-5350</Issn>
				<Volume>9</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2023</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Investigating the effect of epoxy resin on the durability and damage of  Freeze-thaw cycles,s in Stone-matrix asphalt  containing ceramic fibers</ArticleTitle>
<VernacularTitle>Investigating the effect of epoxy resin on the durability and damage of  Freeze-thaw cycles,s in Stone-matrix asphalt  containing ceramic fibers</VernacularTitle>
			<FirstPage>33</FirstPage>
			<LastPage>50</LastPage>
			<ELocationID EIdType="pii">7879</ELocationID>
			
<ELocationID EIdType="doi">10.22075/jtie.2023.30368.1640</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Mohammad Mehdi</FirstName>
					<LastName>Majidi Shad</LastName>
<Affiliation>Civil Engineering Faculty, Yazd University</Affiliation>

</Author>
<Author>
					<FirstName>Mohammad Mehdi</FirstName>
					<LastName>Khabiri</LastName>
<Affiliation>Civil Engineering Departement,Yazd University</Affiliation>

</Author>
<Author>
					<FirstName>Fereidoon</FirstName>
					<LastName>Moghadas Nejad</LastName>
<Affiliation>Civil Engineering Faculty, Amirkabir University of Technology (Polytechnic)</Affiliation>
<Identifier Source="ORCID">0000-0003-3830-4555</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2023</Year>
					<Month>04</Month>
					<Day>13</Day>
				</PubDate>
			</History>
		<Abstract>The aggregate particles in asphalt mixtures get connected by (bitumen + mineral filler) mastic. The goal of this paper is to study the feasibility of partial and total substitution of Limestone (LS) filler by Barite powder (BP) in Stone matrix asphalt (SMA) mixtures. To evaluate barite powder performance, resilient modulus, indirect tensile strength, freeze-thaw cycles, dynamic creep at two different temperatures, and bitumen draindown tests were used. The obtained values revealed that an increase in barite powder content from 50% to 100% improved the Stone matrix asphalt mixture moisture performance by 4.5% after going through 5 freeze-thaw cycles while on the other hand, it had an 18.5% reverse effect on the permanent deformation in higher temperatures. Also, despite barite powder&#039;s positive effect on bitumen draindown compared to the control samples; it could not thoroughly control SMA bitumen draindown.</Abstract>
			<OtherAbstract Language="FA">The aggregate particles in asphalt mixtures get connected by (bitumen + mineral filler) mastic. The goal of this paper is to study the feasibility of partial and total substitution of Limestone (LS) filler by Barite powder (BP) in Stone matrix asphalt (SMA) mixtures. To evaluate barite powder performance, resilient modulus, indirect tensile strength, freeze-thaw cycles, dynamic creep at two different temperatures, and bitumen draindown tests were used. The obtained values revealed that an increase in barite powder content from 50% to 100% improved the Stone matrix asphalt mixture moisture performance by 4.5% after going through 5 freeze-thaw cycles while on the other hand, it had an 18.5% reverse effect on the permanent deformation in higher temperatures. Also, despite barite powder&#039;s positive effect on bitumen draindown compared to the control samples; it could not thoroughly control SMA bitumen draindown.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Filler</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Stone Matrix Asphalt (SMA)</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Barite powder</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Moisture damage</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Permanent deformation</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jtie.semnan.ac.ir/article_7879_b191750afa9c27c80ffb6ae8f6f57f69.pdf</ArchiveCopySource>
</Article>
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