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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 2D interface setting &amp;amp; excess pore pressure input</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/212727/plaxis-2d-interface-setting-excess-pore-pressure-input</link><description>Greetings to the forum members. I have two questions to ask. 
 1. I was trying to simulate the undrained loading and consolidation process of a circular skirted foundation and compare the results with previous research. Interaction between the foundation</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Plaxis 2D interface setting &amp; excess pore pressure input</title><link>https://communities.bentley.com/thread/645829?ContentTypeID=1</link><pubDate>Wed, 21 Apr 2021 07:29:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:41296222-a539-415b-8a7c-d2961c072550</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;&lt;span&gt;Dear&amp;nbsp;树锋 赵,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;That is difficult to judge without seeing the details of the research and the PLAXIS model.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;In order to be able to assist you with your project and identifying 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><item><title>RE: Plaxis 2D interface setting &amp; excess pore pressure input</title><link>https://communities.bentley.com/thread/645781?ContentTypeID=1</link><pubDate>Wed, 21 Apr 2021 03:18:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3a819b26-3037-4fa4-8daf-c5fd47df9701</guid><dc:creator>树锋 赵</dc:creator><description>&lt;p&gt;Thank you for your answer Mr.Papavasileiou.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;I have tried to use different custom materials to assign to the interface, but the results still deviate from&amp;nbsp;previous research by 20%. Is this due to the software itself?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Plaxis 2D interface setting &amp; excess pore pressure input</title><link>https://communities.bentley.com/thread/645665?ContentTypeID=1</link><pubDate>Tue, 20 Apr 2021 13:13:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:719b8f17-2b75-44fc-a32c-81fdbfb77834</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear&amp;nbsp;树锋 赵,&lt;/p&gt;
&lt;p&gt;To answer both questions:&lt;/p&gt;
&lt;p&gt;1. The Rinter was not implemented to work with such low factors, as this can cause numerical issues. You can use a Custom material to assign to the interface and directly apply the stiffness and strength you want for your case.&lt;/p&gt;
&lt;p&gt;2. Excess pore pressure is a result of a PLAXIS calculation and cannot be given as input value. &lt;br /&gt;Note that excess pore pressures can&amp;nbsp;develop due to undrained&amp;nbsp;behaviour&amp;nbsp;when one of the relevant options are selected in the material data set. As you might expect this is ignored in Consolidation and Fully coupled analyses.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>