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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>PLAXIS fails to model MC frictional interfaces in dynamic conditions.</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/199185/plaxis-fails-to-model-mc-frictional-interfaces-in-dynamic-conditions</link><description>I have tried validating PLAXIS 2D for the very simple case of a block connected through a linear-elastic perfectly plastic Mohr Coulomb interface to an oscillating base. The model consists in a large soil cluster of linear elastic material (the oscillating</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: PLAXIS fails to model MC frictional interfaces in dynamic conditions.</title><link>https://communities.bentley.com/thread/594425?ContentTypeID=1</link><pubDate>Tue, 23 Jun 2020 09:43:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2e2eb4a0-b35f-4f24-bf1a-32f3af23ddcd</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Francesco,&lt;/p&gt;
&lt;p&gt;I have noticed that you have submitted a Service Request and a colleague of mine has already picked up your query.&lt;/p&gt;
&lt;p&gt;The current status is under investigation so soon you will receive more information from my colleague.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>