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<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Tarrahan Parseh Transportation Research Institute</PublisherName>
				<JournalTitle>International Journal of Transportation Engineering</JournalTitle>
				<Issn>2322-259X</Issn>
				<Volume>13</Volume>
				<Issue>4</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>04</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Effects of Aging and Rest Periods on the Self-Healing Properties of Asphalt Mixtures</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>2373</FirstPage>
			<LastPage>2385</LastPage>
			<ELocationID EIdType="pii">236025</ELocationID>
			
<ELocationID EIdType="doi">10.22119/ijte.2025.553085.1713</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Masoud</FirstName>
					<LastName>Jilanchi</LastName>
<Affiliation>Faculty of Engineering and Technology, University of Zabol, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Mahmood Reza</FirstName>
					<LastName>Keymanesh</LastName>
<Affiliation>Faculty Member, School of Engineering, Payame Noor University, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Alireza</FirstName>
					<LastName>Khavandi</LastName>
<Affiliation>Faculty Member, School of Engineering, University of Zanjan, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>10</Month>
					<Day>13</Day>
				</PubDate>
			</History>
		<Abstract>&lt;span&gt;Aging of asphalt mixtures is one of the main causes of reduced durability and performance in flexible pavements. The self-healing ability of asphalt materials plays an important role in extending their service life. This study examines the impact of short-term and long-term aging, using two standard methods (R30 and NCHRP), as well as the influence of different rest periods on the self-healing capacity of asphalt mixtures. Specimens were prepared with PG 64-16 binder and siliceous aggregates, and self-healing was assessed using three indicators: stiffness ratio difference, fatigue life ratio, and failure rate. The results show that longer rest periods significantly improve self-healing indices. Samples aged with the R30 method generally performed better than those aged with the NCHRP method, while unaged samples consistently exhibited the highest self-healing potential. The findings suggest that employing multiple indices provides a more complete picture of asphalt mixture behavior, and systematic comparison of aging methods can serve as a valuable guide for optimizing materials and designing long life pavements.&lt;/span&gt;</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Asphalt mixtures</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">aging</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Self-healing</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rest Periods</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Pavement Performance</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">http://www.ijte.ir/article_236025_31601f242ccbf3ae5e81329457384183.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
