<?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>1392</year>
	<month>8</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2013</year>
	<month>11</month>
	<day>1</day>
</pubdate>
<volume>11</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>Feasibility study of fault rupture deviation by slurry wall</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 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;During past earthquakes, many instances of building damage as a result of earthquake surface fault rupture have been observed.&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;The results of investigating a potential mitigation scheme are presented in this paper. Such plan provides a wall in the soil 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;the aim of surface displacement localization in the narrow pre-determined location. This may reduce the risk of the future rupture&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;downstream the wall. To evaluate the efficiency of the method, this paper (i) provides validation through successful class “A”&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;predictions of 1g model tests for fault deviation by weak wall and (ii) conducts sensitivity analyses on fault position, fault offset&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;and wall shear strength. It is shown that wall can be designed to deviate rupture path even downstream of the wall can be&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;protected.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Reverse fault rupture, Soil bentonite wall, Fault deviation</keyword>
	<start_page>90</start_page>
	<end_page>99</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-318-3&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Fadaee</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>m.fadaie@iiees.ac.ir</email>
	<code>180031947532846009897</code>
	<orcid>180031947532846009897</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>PhD Student, International Institute of Earthquake Engineering and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.K.</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>180031947532846009898</code>
	<orcid>180031947532846009898</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Professor of Geotechnical Engineering Research Center, International Institute of Earthquake Engineering  and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Kamalian</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>kamalian@iiees.ac.ir</email>
	<code>180031947532846009899</code>
	<orcid>180031947532846009899</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Associate Professor of Geotechnical Engineering Research Center, International Institute of Earthquake Engineering  and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Moosavi</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>smojtabamosavi@yahoo.com</email>
	<code>180031947532846009900</code>
	<orcid>180031947532846009900</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>, Assistant Professor , Mazandaran University</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A.</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>180031947532846009901</code>
	<orcid>180031947532846009901</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor of Geotechnical Engineering Research Center, International Institute of Earthquake Engineering  and Seismology (IIEES)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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