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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Dynamic/energy load on an avalanche wall</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/199407/dynamic-energy-load-on-an-avalanche-wall</link><description>Hello! 
 I am currently trying to model my avalache wall with a load given to me in the unit kJ (kiloJoule), this concludes the data I have available about the load in this situation. 
 Is it in any way possible to model this directly into Plaxis 2D,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Dynamic/energy load on an avalanche wall</title><link>https://communities.bentley.com/thread/596069?ContentTypeID=1</link><pubDate>Thu, 02 Jul 2020 12:15:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:09cf101a-dc0b-463e-978b-2744b183fcae</guid><dc:creator>Micha van der Sloot</dc:creator><description>&lt;p&gt;Hi&lt;br /&gt;&lt;br /&gt;We do not have a specific tutorial on this. In PLAXIS we can apply time-dependent dynamic loads, so you should convert your energy in a load value.&lt;br /&gt;For the time-dependent loads, please see e.g. these two cases:&lt;/p&gt;
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&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45567/plaxis-2d-tutorial-14-pile-driving"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45567/plaxis-2d-tutorial-14-pile-driving&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45531/pulse-load-on-a-multi-layer-system-comparison-with-spectral-elements"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45531/pulse-load-on-a-multi-layer-system-comparison-with-spectral-elements&lt;/a&gt;&amp;nbsp;&lt;/li&gt;
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