<?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>3</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2011</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<volume>9</volume>
<number>2</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>Liquefaction resistance of sand-silt mixtures using laboratory based shear wave velocity</title>
	<subject_fa>Seismic Geotechnique</subject_fa>
	<subject>Seismic Geotechnique</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;Laboratory data, which relate the liquefaction resistance of Firoozkooh sand and non-plastic silt mixtures to shear wave velocity are&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;presented and compared to liquefaction criteria derived from seismic field measurements by Andrus and Stokoe [1]. In the work&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;described herein, cyclic triaxial and resonant column tests were conducted on specimens of clean sand and sand-silt mixtures with silt&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;content up to 60%, prepared at different densities. Cyclic undrained strength and small strain shear wave velocity were determined&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;for identical specimens formed by undercompaction method. It was found that silt content affects cyclic resistance and shear wave&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;velocity. In addition, the laboratory results indicated that using the existing field-based correlations will overestimate the cyclic&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;resistance of the Firoozkooh sand-silt mixtures when silt content is 60%. For clean sand and the specimens containing up to 30% fines,&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;results of this study on cyclic resistance are fairly consistent with Andrus and Stokoe correlations. These findings suggest the need for&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;further evaluation of the effects of non-plastic fines content upon liquefaction criteria derived from seismic field measurements.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Non-plastic fines, Liquefaction resistance, Shear wave velocity, Field performance data, Cyclic triaxial test, Resonant column test</keyword>
	<start_page>135</start_page>
	<end_page>144</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-186-2&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Rouzbeh</first_name>
	<middle_name></middle_name>
	<last_name>Dabiri</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>Rouzbehdabiri@gmail.com</email>
	<code>1800319475328460010134</code>
	<orcid>1800319475328460010134</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Islamic Azad University, Tabriz Branch, Tabriz</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Faradjollah </first_name>
	<middle_name></middle_name>
	<last_name>Askari</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>Askari@iiees.ac.ir</email>
	<code>1800319475328460010135</code>
	<orcid>1800319475328460010135</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>International Institute of Earthquake Engineering and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Ali</first_name>
	<middle_name></middle_name>
	<last_name>Shafiee</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_shafiee_iiees@yahoo.com</email>
	<code>1800319475328460010136</code>
	<orcid>1800319475328460010136</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>International Institute of Earthquake Engineering and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Mohammad Kazem</first_name>
	<middle_name></middle_name>
	<last_name>Jafari</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>jafari@iiees.ac.ir</email>
	<code>1800319475328460010137</code>
	<orcid>1800319475328460010137</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>International Institute of Earthquake Engineering and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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