<?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, compressive strength and resistance to elevated temperature (500°C) of self-compacting concretes containing limestone and quartz fillers</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;Self Compacting Concrete (SCC) specimens with limestone (L) and quartz (Q) powders were formulated. The influence of the type&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;of the powder on the properties of fresh and hardened concrete was evaluated. Dense packing theories were used for mix design&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;of samples. The equation of Fuller and Thompson for particle size distribution (PSD) of aggregates was modified with considering&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;fine particles and a proper PSD curve was obtained for SCC. Experimental results showed that this method needs use of less&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;powder content and results in higher strength/cement ratio compared to traditional mixing methods. No significant difference was&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;observed between the compressive strengths of specimens containing limestone (L-specimens) and quartz (Q-specimens) powders,&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&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;&lt;i&gt;with similar proportions of materials. The residual compressive strength of specimens was examined at 500&lt;/i&gt;&lt;/font&gt;&lt;/font&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;°&lt;/font&gt;&lt;/font&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;C and contradictory&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;behaviors were observed. One Q-specimen suffered from explosive spalling, while no spalling was occurred for L-specimens. On&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 other hand, the residual strength of remained Q-specimens showed considerable increase compared to L-specimens. The results&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;show the necessity for more detailed investigations considering different effective parameters.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Concrete, Self-compacting, Mix design, Packing density, Fire resistance</keyword>
	<start_page>215</start_page>
	<end_page>222</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-75-4&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>S.</first_name>
	<middle_name></middle_name>
	<last_name>Bakhtiyari</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>bakhtiyari@iust.ac.ir</email>
	<code>1800319475328460010171</code>
	<orcid>1800319475328460010171</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Iran University of Science and Technology </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Allahverdi</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>ali.allahverdi@iust.ac.ir</email>
	<code>1800319475328460010172</code>
	<orcid>1800319475328460010172</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Iran University of Science and Technology </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Rais-Ghasemi</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>1800319475328460010173</code>
	<orcid>1800319475328460010173</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Iran University of Science and Technology </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A. A.</first_name>
	<middle_name></middle_name>
	<last_name> Ramezanianpour</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>1800319475328460010174</code>
	<orcid>1800319475328460010174</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Amirkabir University of Technology</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>1800319475328460010175</code>
	<orcid>1800319475328460010175</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>BHRC</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>B. A. </first_name>
	<middle_name></middle_name>
	<last_name>Zarrabi</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>1800319475328460010176</code>
	<orcid>1800319475328460010176</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Fire Technology Dept., SP Technical Research Institute, Sweden  </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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