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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>Amirkabir University of Technology</PublisherName>
				<JournalTitle>AUT Journal of Civil Engineering</JournalTitle>
				<Issn>2588-2899</Issn>
				<Volume>1</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2017</Year>
					<Month>12</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Mechanical Properties of Open Graded Asphalt Mixtures with Pumice Aggregate</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>189</FirstPage>
			<LastPage>194</LastPage>
			<ELocationID EIdType="pii">2732</ELocationID>
			
<ELocationID EIdType="doi">10.22060/ceej.2017.13383.5396</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Gh. H.</FirstName>
					<LastName>Hamedi</LastName>
<Affiliation>Faculty of Engineering, University of Guilan, Rasht, Iran</Affiliation>

</Author>
<Author>
					<FirstName>M. R.</FirstName>
					<LastName>Esmaeeli</LastName>
<Affiliation>Faculty of Civil Engineering, Iran University of Science and Technology, Tehran, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2017</Year>
					<Month>09</Month>
					<Day>03</Day>
				</PubDate>
			</History>
		<Abstract>Open graded asphalt is used as a wearing course to provide both increased safety in&lt;br /&gt;wet weather (through reduced surface water and spray during rain) and reduced noise levels. In this&lt;br /&gt;study, Pumice aggregates were applied as a portion of fine aggregate for the improvement of dynamical&lt;br /&gt;specification of porous asphalt and the Cantabro, Los Angeles abrasion, and the bitumen precipitation&lt;br /&gt;tests were conducted. First, the amount of optimized bitumen related to each of the three types of&lt;br /&gt;aggregates and fine Pumice has been estimated, then the properties of the Marshall Resistance and&lt;br /&gt;indirect tensile strength have been assigned. Mixtures with 5 percent of fine Pumice has shown better&lt;br /&gt;characteristics in Marshall test as well as indirect tensile strength. Also, the results of dynamic creep&lt;br /&gt;test showed that the rutting potential decreased by using Pumice aggregate. There is the best amount of&lt;br /&gt;permanent deformation for mixtures containing 5% Pumice</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Open graded asphalt mixture</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Pumice</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Stiffness modulus</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rutting</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Moisture Susceptibility</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ajce.aut.ac.ir/article_2732_361440528766bbaaaa1901845cf4152b.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
