<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi></journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1391</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<volume>10</volume>
<number>3</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>Internal curing of high strength self consolidating concrete by saturated lightweight aggregate - effects on material properties</title>
	<subject_fa>Structure-Concrete</subject_fa>
	<subject>Structure- Concrete</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Self-desiccation is the major source of autogenous shrinkage and crack formation in low water-binder ratio (w/b) concretes&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;which can be reduced by internal curing. In this paper performance of high strength self consolidating concrete (HS-SCC) with&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;w/b of 0.28 and 0.33 including autogenous shrinkage, drying shrinkage, compressive strength, and resistance to freezing-thawing&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;was investigated. Then, for the purpose of internal curing, 25% of normal weight coarse aggregate volume was replaced with&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;saturated lightweight aggregate (LWA) of the same size and its effects on the material properties was studied. Two modes of&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;external curing, moist and sealed, were applied to test specimens after demoulding. Autogenous shrinkage from 30 minutes to 24&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;hours after mixing was monitored continuously by a laser system. The initial and final setting time were manifested as a change&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of the slope of the obtained deformation curves. Shrinkage after initial setting was 860 and 685 microstrain (&amp;mu&amp;epsilon) for 0.28 and 0.33&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;w/b mixtures, respectively. The saturated LWA reduced these values to 80 and 295 &amp;mu&amp;epsilon, respectively. By LWA Substitution the 28-&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;day compressive strength of 0.28 w/b mixture was reduced from 108 to 89 and 98 to 87 MPa for moist and sealed cured specimen,&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;respectively. The corresponding values for 0.33 w/b mixture was 84 to 80 and 82 to 70 MPa. Shrinkage of 0.28 w/b mixture&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;without LWA after moist and sealed cured specimen dried for 3 weeks was about 400 &amp;mu&amp;epsilon. Shrinkage of moist and sealed cured&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;specimen containing LWA was reduced 9% and 25%, respectively. On the contrary for 0.33 w/b mixture an increase was noticed.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Freezing-thawing resistance was improved by sealed curing, decreasing w/b and substituting LWA.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>High strength self consolidating concrete, Autogenous shrinkage, Drying shrinkage, internal curing, Saturated lightweight aggregate, Freezing-thawing resistance</keyword>
	<start_page>210</start_page>
	<end_page>221</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-92-5&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>H.</first_name>
	<middle_name></middle_name>
	<last_name>Famili</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>hormoz.famili@gmail.com</email>
	<code>180031947532846009699</code>
	<orcid>180031947532846009699</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Assistant Professor, Civil Engineering Department, Iran University of Science and Technology, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Khodadad Saryazdi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>mkhodadad@yazduni.ac.ir</email>
	<code>180031947532846009700</code>
	<orcid>180031947532846009700</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Instructor, Civil Engineering Department, Yazd University, Yazd, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>T.</first_name>
	<middle_name></middle_name>
	<last_name>Parhizkar</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>180031947532846009701</code>
	<orcid>180031947532846009701</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor, Building and Housing Research Center of Iran, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
