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	<title>Numerical Methods - Revision history</title>
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	<updated>2026-04-17T06:18:41Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Numerical_Methods&amp;diff=15260&amp;oldid=prev</id>
		<title>127.0.0.1: The LinkTitles extension automatically added links to existing pages (&lt;a target=&quot;_blank&quot; rel=&quot;nofollow noreferrer noopener&quot; class=&quot;external free&quot; href=&quot;https://github.com/bovender/LinkTitles&quot;&gt;https://github.com/bovender/LinkTitles&lt;/a&gt;).</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Numerical_Methods&amp;diff=15260&amp;oldid=prev"/>
		<updated>2022-10-21T10:21:15Z</updated>

		<summary type="html">&lt;p&gt;The LinkTitles extension automatically added links to existing pages (&amp;lt;a target=&amp;quot;_blank&amp;quot; rel=&amp;quot;nofollow noreferrer noopener&amp;quot; class=&amp;quot;external free&amp;quot; href=&amp;quot;https://github.com/bovender/LinkTitles&amp;quot;&amp;gt;https://github.com/bovender/LinkTitles&amp;lt;/a&amp;gt;).&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 10:21, 21 October 2022&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l6&quot;&gt;Line 6:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 6:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Interaction of ground and building structure ==&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;== Interaction of ground and building structure ==&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:06_Numerische_V_02.jpg|200px|thumb|right|Picture 2: 3D model of the excavation pit for Sülfeld lock]]Deformation and stability calculations for building structures used in waterways engineering are increasingly carried out using the finite element method (FEM) and in recent years also the distinct element method (DEM). The advantage of FEM is that it can be used to visualize complex geometries and ground conditions, and also indicates interaction between building structure and the ground.  &lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:06_Numerische_V_02.jpg|200px|thumb|right|Picture 2: 3D model of the excavation pit for Sülfeld lock]]Deformation and stability calculations for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;building&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;structures used in waterways engineering are increasingly carried out using the finite element method (FEM) and in recent years also the distinct element method (DEM). The advantage of FEM is that it can be used to visualize complex geometries and ground conditions, and also indicates interaction between &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;building&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;structure and the ground.  &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Interaction of ground and building structure]]&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Interaction of ground and building structure]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;----&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;----&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
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		<author><name>127.0.0.1</name></author>
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	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Numerical_Methods&amp;diff=14733&amp;oldid=prev</id>
		<title>BAWiki Glossar: Created page with &quot;== Groundwater models ==  Picture 1: Groundwater model for the excavation pit for Minden lockBasis for the calculation of gro...&quot;</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Numerical_Methods&amp;diff=14733&amp;oldid=prev"/>
		<updated>2022-03-25T09:46:20Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Groundwater models ==  &lt;a href=&quot;/en/index.php?title=File:06_Numerische_V_01.jpg&quot; title=&quot;File:06 Numerische V 01.jpg&quot;&gt;200px|thumb|right|Picture 1: Groundwater model for the excavation pit for Minden lock&lt;/a&gt;Basis for the calculation of gro...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Groundwater models ==&lt;br /&gt;
&lt;br /&gt;
[[File:06_Numerische_V_01.jpg|200px|thumb|right|Picture 1: Groundwater model for the excavation pit for Minden lock]]Basis for the calculation of groundwater flow is its description using mathematical models. Numerical computational methods based on the finite element method (FEM) or the finite difference method (FDM) meanwhile offer a suitable range of standard instruments for dealing with complex geohydraulic issues.&lt;br /&gt;
[[Groundwater models]]&lt;br /&gt;
&lt;br /&gt;
== Interaction of ground and building structure ==&lt;br /&gt;
&lt;br /&gt;
[[File:06_Numerische_V_02.jpg|200px|thumb|right|Picture 2: 3D model of the excavation pit for Sülfeld lock]]Deformation and stability calculations for building structures used in waterways engineering are increasingly carried out using the finite element method (FEM) and in recent years also the distinct element method (DEM). The advantage of FEM is that it can be used to visualize complex geometries and ground conditions, and also indicates interaction between building structure and the ground. &lt;br /&gt;
[[Interaction of ground and building structure]]&lt;br /&gt;
----&lt;br /&gt;
back to: [[Geotechnical Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]] &lt;br /&gt;
[[de:Numerische Verfahren]]&lt;/div&gt;</summary>
		<author><name>BAWiki Glossar</name></author>
	</entry>
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