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<Article>
<Journal>
				<PublisherName>University of Tehran</PublisherName>
				<JournalTitle>Civil Engineering Infrastructures Journal</JournalTitle>
				<Issn>2322-2093</Issn>
				<Volume></Volume>
				<Issue>Articles in Press</Issue>
				<PubDate PubStatus="epublish">
					<Year>2025</Year>
					<Month>03</Month>
					<Day>03</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Enhancing Mid-Temperature Performance of Calcareous Mineral Filler Percentage in Asphalt Mastic for Asphalt Materials</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">100929</ELocationID>
			
<ELocationID EIdType="doi">10.22059/ceij.2025.374761.2042</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Sajad</FirstName>
					<LastName>Rezaei</LastName>
<Affiliation>1Department of Civil Engineering, Pooyesh Institute of Higher Education,Iran
2Department of Civil Engineering, Yazd University,Iran</Affiliation>
<Identifier Source="ORCID">0000-0001-7394-8001</Identifier>

</Author>
<Author>
					<FirstName>Mohammad Mehdi</FirstName>
					<LastName>Khabiri</LastName>
<Affiliation>Yazd University</Affiliation>
<Identifier Source="ORCID">0000-0003-3434-7603</Identifier>

</Author>
<Author>
					<FirstName>Rajiv</FirstName>
					<LastName>Kumar</LastName>
<Affiliation>Scientist , Flexible Pavement Division, CSIR-Central Road Research Institute, India</Affiliation>
<Identifier Source="ORCID">0000-0003-2114-978X</Identifier>

</Author>
<Author>
					<FirstName>Elahe</FirstName>
					<LastName>Faghani Ahangari</LastName>
<Affiliation>Department of Civil Engineering, Pooyesh Institute of Higher Education,Iran</Affiliation>
<Identifier Source="ORCID">0009-0009-4223-5370</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2024</Year>
					<Month>04</Month>
					<Day>06</Day>
				</PubDate>
			</History>
		<Abstract>Asphalt mixture consists of aggregates, bitumen, mineral fillers, and void ratio. Mastic refers to a blend of bitumen and filler. Filler, as the smallest part of stone materials used in the preparation of asphalt concrete mixtures, plays a crucial role in determining their characteristics. It is utilized in asphalt to occupy voids, enhance durability, decrease permeability, and ultimately improve resistance to water infiltration. Even though filler constitutes a small fraction of stone materials, altering the filler type and quantity can significantly influence the properties of asphalt mixtures. The proportions of bitumen and filler can significantly impact the mastic&#039;s properties. Therefore, studying the filler-to-bitumen ratio&#039;s effect on mastic rheology is crucial. To analyze the influence of the mineral filler-to-effective bitumen ratio on the rheological properties of bitumen mastic, a comprehensive series of mastic samples were meticulously formulated at varying ratios of filler to effective bitumen, specifically 0, 0.4, 0.6, 0.8, 1.0, 1.2, 1.4, and 1.6 weight/weight. Importantly, results from Linear Amplitude Sweep testing show a clear trend: while fatigue life improves with added filler up to a critical point, it declines with further increases in filler content. This underscores the necessity for careful consideration of filler ratios to optimize asphalt performance.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Mid-temperature performance (MTP)</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Bitumen</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Filler</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rheology</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Filler-to-bitumen ratio</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ceij.ut.ac.ir/article_100929_e19801f9caf39bff8afc5e4548f2942d.pdf</ArchiveCopySource>
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