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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Iranian Association of Chemical Engineering (IAChE)</PublisherName>
				<JournalTitle>Iranian Journal of Chemical Engineering (IJChE)</JournalTitle>
				<Issn>1735-5397</Issn>
				<Volume>4</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2007</Year>
					<Month>01</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Studies on Main Properties of Ternary Blended Cement with Limestone Powder and Microsilica</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>3</FirstPage>
			<LastPage>13</LastPage>
			<ELocationID EIdType="pii">15198</ELocationID>
			
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Allahverdi</LastName>
<Affiliation>Assistant Professor, Department of Chemical Engineering, Iran University of Science and Technology, Iran</Affiliation>
<Identifier Source="ORCID">0000-0002-8988-9226</Identifier>

</Author>
<Author>
					<FirstName>SH.</FirstName>
					<LastName>Salem</LastName>
<Affiliation>M.Sc. student, Department of Chemical Engineering, Iran University of Science and Technology, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2016</Year>
					<Month>05</Month>
					<Day>30</Day>
				</PubDate>
			</History>
		<Abstract>&lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;The ternary system of Portland cement-microsilica-limestone has been studied by&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;investigating its set and strength behaviours. A number of different cementitious&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;systems comprised of 0, 10, 15, 20, 25, and 30% limestone powder and 0, 4, 6, 8, 10,&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;12, 14, and 16% microsilica were designed and prepared. The cementitious systems&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;were then characterized by determining their relative workability and measuring their&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;initial and final setting times and also their 7- and 28-day compressive strengths using&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;paste specimens prepared at a constant W/C-ratio of 0.38. Total 77-day shrinkage of&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;the systems was also measured. The obtained results reveal that both 7- and 28-day&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;compressive strengths increase with increasing microsilica up to 12% and decrease&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;with increasing the percentage of limestone powder. A comparison of the results&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;confirms the possibility of replacing Portland cement by a proportioned mixture of&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;microsilica and limestone powder for enhancing the strength behaviour or producing&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;composite cements containing relatively high proportions of limestone powder with no&lt;/em&gt; &lt;span style=&quot;font-size: 10pt; color: #000000; font-style: normal; font-variant: normal;&quot;&gt;&lt;em&gt;loss in 7- and 28-day compressive strengths compared to plain cement.&lt;/em&gt; &lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br style=&quot;font-style: normal; font-variant: normal; font-weight: normal; letter-spacing: normal; line-height: normal; orphans: 2; text-align: -webkit-auto; text-indent: 0px; text-transform: none; white-space: normal; widows: 2; word-spacing: 0px; -webkit-text-size-adjust: auto; -webkit-text-stroke-width: 0px;&quot; /&gt;&lt;br class=&quot;Apple-interchange-newline&quot; /&gt;&lt;/span&gt;&lt;/span&gt;</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Microsilica</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Llimestone</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Compressive strength</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://www.ijche.com/article_15198_d8e1d5073bde1c96433e0463f000bb35.pdf</ArchiveCopySource>
</Article>
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