<?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>1390</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2011</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<volume>9</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>Mix design and mechanical properties of self compacting light weight concrete</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 face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;Considering normal concrete (NC) the type of concrete need to be vibrated after placing in the formwork, Lightweight&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;concretes have been successfully applied in the building constructions for decades because of their low specific weight in&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;connection with a high strength, a high capacity of thermal insulation and a high durability. The development leading to a self&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;compacting light weight concrete (SCLWC) represents an important innovative step in the recent years. This concrete combines&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;the favorable properties of a lightweight concrete with those of a self compacting concrete (i.e., the type of concrete need no&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;vibration after placing in the formwork). Research work is aimed on development of (SCLWC) with the use of light weight&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;aggregates &quot; Light expand clay aggregate (Leca)&quot;. In this investigation, by trial and error procedure, different mix design of&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;SCLWC were caste and tested to reach a so called standard self compacting concrete in fresh matrix phase such as values of&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;slump flow, L-box, V-funnel and in hardened phase, the 28 day compressive strength. Based on the results obtained, for two best&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;so-called standard mix design of SCLWC the stress-strain diagrams are drawn and discussed. Also by three different methods,&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;the modulus of elasticity of SCLWC are obtained and discussed here. It was found that a brittle mode of failure is governed in&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;SCLWC.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Mix design, Fresh properties Leca, SCLWC</keyword>
	<start_page>230</start_page>
	<end_page>236</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-94-2&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>A.A.</first_name>
	<middle_name></middle_name>
	<last_name> Maghsoudi</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>maghsoudi.a.a@mail.uk.ac.ir</email>
	<code>1800319475328460010177</code>
	<orcid>1800319475328460010177</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Shaheed Bahonar University of Kerman</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Sh.</first_name>
	<middle_name></middle_name>
	<last_name>aMohamadpour</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>shahram@graduate.uk.ac.ir</email>
	<code>1800319475328460010178</code>
	<orcid>1800319475328460010178</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Shaheed Bahonar University of Kerman</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name> Maghsoudi</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>1800319475328460010179</code>
	<orcid>1800319475328460010179</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Shaheed Bahonar University of Kerman</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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