<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Semnan University Press</PublisherName>
				<JournalTitle>Journal of Rehabilitation in Civil Engineering</JournalTitle>
				<Issn>2345-4415</Issn>
				<Volume>11</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2023</Year>
					<Month>02</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Impact Resistance of Concrete Containing LLDPE–Waste Tire Rubber and Silica Fume</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>60</FirstPage>
			<LastPage>75</LastPage>
			<ELocationID EIdType="pii">6227</ELocationID>
			
<ELocationID EIdType="doi">10.22075/jrce.2022.23456.1511</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Imad A.</FirstName>
					<LastName>Khalhen</LastName>
<Affiliation>Ph.D. Student, Department of Civil Engineering, Razi University, Kermanshah, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Reza</FirstName>
					<LastName>Aghayari</LastName>
<Affiliation>Associate Professor, Department of Civil Engineering, Razi University, Kermanshah, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2021</Year>
					<Month>05</Month>
					<Day>19</Day>
				</PubDate>
			</History>
		<Abstract>Some of the desirable properties of concrete include high impact resistance and great energy-sucking capacity to name a few. These properties can be improved through the use of sustainable materials. This study investigated the effects of partly replacing fine aggregate with linear low-density polyethylene (LLDPE) and waste rubber (WR) as fine aggregates on the efficiency of concrete under impact loading. Two water to binder ratio (W/B) percentages of (0.40 and 0.55) were selected, with six (LLDPE-R) replacement grades (0%, 5%, 10%, 15%, 20%, and 30%) and two silica fume (SF) replacement grades (0% and 15%). Six cylinders with 150 and 60 mm were subjected to an impact by a 4.45 kg hammer striking. Test results indicated that impact resistance for the first visible crack and the ultimate failure increased with LLDPE-R content, where it increased by 4.76 times. This study also demonstrated that the impact resistance for the first visible crack of LLDPE-R concrete was improved by an average of 295% for specimens without SF and 292% for specimens containing SF. This enhancement for the ultimate failure is 291% and 290% for specimens without SF and containing SF, respectively.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Impact Resistance</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Concrete</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Silica Fume</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rubber</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Drop weight</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://civiljournal.semnan.ac.ir/article_6227_11be81cf91409cee7de553349d6ecda2.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
