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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>Unrealistic peak interface stresses in Plaxis 3D</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/226710/unrealistic-peak-interface-stresses-in-plaxis-3d</link><description>Hi All, 
 I am currently working on a cross passage excavation between two TBM tunnels. The cross passage, its collar and the TBM tunnel are shown in the following figure. 
 
 
 The volume loss inside TBM tunnel is modelled by using surface loads (30</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Unrealistic peak interface stresses in Plaxis 3D</title><link>https://communities.bentley.com/thread/704125?ContentTypeID=1</link><pubDate>Wed, 30 Mar 2022 09:53:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:967589ea-9e18-4322-8e6e-04415f5a0251</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear&amp;nbsp;Abhijith,&lt;/p&gt;
&lt;p&gt;Difficult to say from the screenshots as I do not have the full model to investigate.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;It may be a result of meshing, it can be what is happening on the other side.&lt;/p&gt;
&lt;p&gt;In order to be able to assist you with your project and identify the reason for the problem you experience, please submit a service request.&lt;/p&gt;
&lt;p&gt;Then, one of our support engineers can help you in detail: &lt;a href="https://apps.bentley.com/srmanager/ProductSupport"&gt;https://apps.bentley.com/srmanager/ProductSupport&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>