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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Leon-Vanegas_et_al_2026a</id>
		<title>Leon-Vanegas et al 2026a - Revision history</title>
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		<updated>2026-06-22T11:22:25Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Leon-Vanegas_et_al_2026a&amp;diff=332292&amp;oldid=prev</id>
		<title>David.eduardo.leon: David.eduardo.leon moved page Draft Leon-Vanegas 783057354 to Leon-Vanegas et al 2026a</title>
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				<updated>2026-06-08T11:19:08Z</updated>
		
		<summary type="html">&lt;p&gt;David.eduardo.leon moved page &lt;a href=&quot;/public/Draft_Leon-Vanegas_783057354&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Leon-Vanegas 783057354&quot;&gt;Draft Leon-Vanegas 783057354&lt;/a&gt; to &lt;a href=&quot;/public/Leon-Vanegas_et_al_2026a&quot; title=&quot;Leon-Vanegas et al 2026a&quot;&gt;Leon-Vanegas et al 2026a&lt;/a&gt;&lt;/p&gt;
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				&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 11:19, 8 June 2026&lt;/td&gt;
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		<author><name>David.eduardo.leon</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Leon-Vanegas_et_al_2026a&amp;diff=332291&amp;oldid=prev</id>
		<title>David.eduardo.leon: Created page with &quot; == Abstract ==  &lt;p&gt;This paper presents a large-strain implementation of the SIMSAND on the Geotechnical Particle Finite Element Method (G-PFEM). SIMSAND is a simple, critical...&quot;</title>
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				<updated>2026-06-08T11:19:05Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  &amp;lt;p&amp;gt;This paper presents a large-strain implementation of the SIMSAND on the Geotechnical Particle Finite Element Method (G-PFEM). SIMSAND is a simple, critical...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&lt;br /&gt;
== Abstract ==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;p&amp;gt;This paper presents a large-strain implementation of the SIMSAND on the Geotechnical Particle Finite Element Method (G-PFEM). SIMSAND is a simple, critical-state-based constitutive model, which captures the density and pressure dependent behaviour of sands. The formulation adopts a large-strain hyperelastic&amp;amp;ndash;plastic framework that employs the Kirchhoff stress tensor and the Hencky strain tensor instead of their small-strain counterparts. Local integration is performed using a multiplicative decomposition of the deformation gradient and an explicit integration scheme with substepping error control adapted to large strain. Global convergence is enhanced through the IMPLEX scheme and a non-local regularization to alleviate mesh dependence during strain-softening dominated simulations. The implementation is validated through drained and undrained triaxial simulations using both single-Gauss-point element tests and boundary-value problems. Comparation with experimental data for Fontainebleau sand NE34 shows that the model successfully reproduces contractive and dilative behaviour, as well as peak and post-peak softening. The resulting framework provides a robust tool for modelling large deformation geomechanical problems, with planned applications to cone penetration test and pile installation in sands.&amp;lt;/p&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
== Document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Leon-Vanegas_783057354-4468-document.pdf&amp;lt;/pdf&amp;gt;&lt;/div&gt;</summary>
		<author><name>David.eduardo.leon</name></author>	</entry>

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