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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Ghorbani_Kodikara_2021a</id>
		<title>Ghorbani Kodikara 2021a - Revision history</title>
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		<updated>2026-04-24T13:55:59Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Ghorbani_Kodikara_2021a&amp;diff=226860&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 605015963 to Ghorbani Kodikara 2021a</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Ghorbani_Kodikara_2021a&amp;diff=226860&amp;oldid=prev"/>
				<updated>2021-07-12T06:31:25Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_605015963&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 605015963&quot;&gt;Draft Content 605015963&lt;/a&gt; to &lt;a href=&quot;/public/Ghorbani_Kodikara_2021a&quot; title=&quot;Ghorbani Kodikara 2021a&quot;&gt;Ghorbani Kodikara 2021a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 06:31, 12 July 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Ghorbani_Kodikara_2021a&amp;diff=226859&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  We develop a fully coupled finite element solution for elastoplastic indentations of unsaturated granular soils by a rigid cylinder by using a mortar-type cont...&quot;</title>
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				<updated>2021-07-12T06:31:21Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  We develop a fully coupled finite element solution for elastoplastic indentations of unsaturated granular soils by a rigid cylinder by using a mortar-type cont...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Abstract ==&lt;br /&gt;
&lt;br /&gt;
We develop a fully coupled finite element solution for elastoplastic indentations of unsaturated granular soils by a rigid cylinder by using a mortar-type contact algorithm. In the presented solution, we have employed an advanced constitutive model that allows the inclusion of the effect of matric suction and induced anisotropy in the problem. Several numerical examples in both static and dynamic scenarios are provided for validation and demonstrating the capabilities of the presented framework.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_605015963P_IDC13_129.pdf&amp;lt;/pdf&amp;gt;&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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