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		<title>Ramos et al 2018a - Revision history</title>
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		<updated>2026-05-30T17:51:59Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Ramos_et_al_2018a&amp;diff=198510&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 188296723 to Ramos et al 2018a</title>
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				<updated>2021-02-01T21:53:13Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_188296723&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 188296723&quot;&gt;Draft Content 188296723&lt;/a&gt; to &lt;a href=&quot;/public/Ramos_et_al_2018a&quot; title=&quot;Ramos et al 2018a&quot;&gt;Ramos et al 2018a&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 21:53, 1 February 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=Ramos_et_al_2018a&amp;diff=198509&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  The long-term performance of the railway track is an important factor to be taken into account in the design in order to prevent excessive maintenance costs....&quot;</title>
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				<updated>2021-02-01T21:53:09Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  The long-term performance of the railway track is an important factor to be taken into account in the design in order to prevent excessive maintenance costs....&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;
The long-term performance of the railway track is an important factor to be taken into account in the design in order to prevent excessive maintenance costs. Therefore, the prediction and control of the permanent deformation of the substructure are key aspects in the analysis and design of railway track structures. In this paper, the influence of permanent deformations of the substructure on ballasted and ballastless tracks is studied through the numerical modelling. It is intended to study the phenomenology involved, namely, the stress path and its influence in the permanent deformation and long-term behaviour. The numerical model is based on the 2.5D formulation, supported by the FEM-PML (Perfect Matched Layers). The evolution of the stress level (and the stress path in particularly) induced by the train is one of the most important factors involved in the permanent deformation laws. Two loading conditions are analysed related to the passage of two trains with different axle loads, geometry and speed: a conventional passenger train (Alfa Pendular) and a freight train.&lt;br /&gt;
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== Original document ==&lt;br /&gt;
&lt;br /&gt;
The different versions of the original document can be found in:&lt;br /&gt;
&lt;br /&gt;
* [https://zenodo.org/record/1491618 https://zenodo.org/record/1491618] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
* [https://zenodo.org/record/1491618 https://zenodo.org/record/1491618],&lt;br /&gt;
: [http://dx.doi.org/10.5281/zenodo.1491617 http://dx.doi.org/10.5281/zenodo.1491617] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
* [https://zenodo.org/record/1491618 https://zenodo.org/record/1491618],&lt;br /&gt;
: [http://dx.doi.org/10.5281/zenodo.1491618 http://dx.doi.org/10.5281/zenodo.1491618] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
DOIS: 10.5281/zenodo.1491618 10.5281/zenodo.1491617&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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