<?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>Use of centrifuge experiments and discrete element analysis To model the reverse fault slip</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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;This study presents a series of physical model tests and numerical simulations using PFC&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;1&quot;&gt;2D &lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;(both with a dip slip angle=60° and&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;a soil bed thickness of 0.2 m in model scale)at the acceleration conditions of 1g, 40g, and 80 g to model reverse faulting. The soil&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;deposits in prototype scale have thicknesses of 0.2 m, 8 m, and 16 m, respectively. This study also investigates the evolution of 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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;surface deformation profile and the propagation of subsurface rupture traces through overlying sand. This study proposes 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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;methodology for calibrating the micromechanical material parameters used in the numerical simulation based on the measured&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;surface settlements of the tested sand bed in the self-weight consolidation stage. The test results show that steeper surface slope&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;on the surface deformation profile, a wider shear band on the major faulting-induced distortion zone, and more faulting appeared&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;in the shallower depths in the 1-g reverse faulting model test than in the tests involving higher-g levels. The surface deformation&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;profile measured from the higher-g physical modeling and that calculated from numerical modeling show good agreement. The&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;width of the shear band obtained from the numerical simulation was slightly wider than that from the physical modeling at the&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;same g-levels and the position of the shear band moved an offset of 15 mm in model scale to the footwall compared with the results&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;of physical modeling.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Reverse fault, Surface deformation profile, Subsurface rupture trace, Centrifuge modeling, Discrete element method</keyword>
	<start_page>79</start_page>
	<end_page>89</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-1949-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Y.Y.</first_name>
	<middle_name></middle_name>
	<last_name>Chang</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>93332004@ncu.edu.tw</email>
	<code>180031947532846009938</code>
	<orcid>180031947532846009938</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Civil Engineering. National Central University,Taiwan.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>C.J.</first_name>
	<middle_name></middle_name>
	<last_name>Lee</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>cjleeciv@ncu.edu.tw</email>
	<code>180031947532846009939</code>
	<orcid>180031947532846009939</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Department of Civil Engineering. National Central University,Taiwan.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>W.C.</first_name>
	<middle_name></middle_name>
	<last_name>Huang</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>wenchaoh@ncu.edi.tw</email>
	<code>180031947532846009940</code>
	<orcid>180031947532846009940</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Civil Engineering. National Central University,Taiwan.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>W.J.</first_name>
	<middle_name></middle_name>
	<last_name>Huang</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>huang22@ncu.edu.tw</email>
	<code>180031947532846009941</code>
	<orcid>180031947532846009941</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Applied Geology Engineering. National Central University, Taiwan</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.L.</first_name>
	<middle_name></middle_name>
	<last_name>Lin</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>mlin@ntu.edu.tw</email>
	<code>180031947532846009942</code>
	<orcid>180031947532846009942</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Civil Engineering. National Taiwan University,Taiwan.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>W.Y.</first_name>
	<middle_name></middle_name>
	<last_name>Hung</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>wyhung@ncree.narl.org.tw</email>
	<code>180031947532846009943</code>
	<orcid>180031947532846009943</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>National Center for Research on Earthquake Engineering, Taiwan</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Y. H.</first_name>
	<middle_name></middle_name>
	<last_name>Lin</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>party@moeacgs.gov.tw</email>
	<code>180031947532846009944</code>
	<orcid>180031947532846009944</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Central Geological Survey, MOEA, Taiwan</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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