<?xml version="1.0" encoding="UTF-8" ?>
<?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/"><channel><title>SOURAV KUMAR AGARWAL's Activities</title><link>https://communities.bentley.com/members/eb4e660c_2d00_5167_2d00_4a5e_2d00_9067_2d00_f46692a133b6</link><description>SOURAV KUMAR AGARWAL's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Modelling Beam or Embedded Beam</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/245914/modelling-beam-or-embedded-beam</link><pubDate>Tue, 30 May 2023 06:11:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4bc56b1d-dfea-48f8-aff1-fc9f1a336c86</guid><dc:creator>SOURAV KUMAR AGARWAL</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I&amp;nbsp;am trying to model the dowels between the structural plates of central wall in a tunnel as embedded beam. The plates are vertically standing with no contact with the soil. Is this a correct modelling approach to move forward with. I understand Plaxis has an option of modelling beam elements as well. Will modelling the dowels as beam or embedded beams make any difference in shear forces if there is no contact of the element with the soil? Please advise.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>PLAXIS 3D - MESHING</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/243515/plaxis-3d---meshing</link><pubDate>Wed, 29 Mar 2023 11:29:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4260f322-b6e4-492d-a53f-a71da375d7fe</guid><dc:creator>SOURAV KUMAR AGARWAL</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I have a query regarding the meshing to be done in Plaxis 3D. I am modelling Tunnel Segments and am trying to model the joints between individual segments (Expansion Joints). Since the thickness of the joints are very less (around 25mm) as compared to the length of tunnel segment (50m). The mesh is being generated but with EMR warnings. Is it advisable to move ahead with the analysis considering very low-quality mesh (Quality spheres in range 10e-3)? If yes, Arent they going to effect the results?&lt;/p&gt;
&lt;p&gt;If not, what could possibly be the best way to model the expansion joints in Plaxis 3D?&lt;/p&gt;
&lt;p&gt;Thanks.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Python- g_o.Plates</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/242222/python--g_o-plates</link><pubDate>Tue, 28 Feb 2023 06:21:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a1ceb999-9180-4ff7-ad09-5dad0423beab</guid><dc:creator>SOURAV KUMAR AGARWAL</dc:creator><description>&lt;p&gt;I am trying to run the Python command in Plaxis using the Visual Studio Code, the server is getting connected, however when I try to access all the plates/phases using the following command, attribute error is observed.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Code:&lt;/strong&gt;&lt;/p&gt;
&lt;div&gt;
&lt;div&gt;&lt;span&gt;plate= [plt &lt;/span&gt;&lt;span&gt;for&lt;/span&gt;&lt;span&gt; plt &lt;/span&gt;&lt;span&gt;in&lt;/span&gt;&lt;span&gt; g_o.Plates[:]] &lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;phase= [p &lt;/span&gt;&lt;span&gt;for&lt;/span&gt;&lt;span&gt; p &lt;/span&gt;&lt;span&gt;in&lt;/span&gt;&lt;span&gt; g_o.Phases[:]]&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;strong&gt;&lt;/strong&gt;&lt;/div&gt;
&lt;div&gt;&lt;strong&gt;Error:&lt;/strong&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;&lt;span class="ui-provider wt b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;Traceback (most recent call last):&lt;br /&gt; &amp;nbsp; File &amp;quot;C:\ProgramData\Bentley\Geotechnical\PLAXIS Python Distribution V2\python\lib\site-packages\plxscripting\plxproxy.py&amp;quot;, line 183, in __getattr__&lt;br /&gt; &amp;nbsp;&amp;nbsp;&amp;nbsp; return self._getattr(attr_name)&lt;br /&gt; &amp;nbsp; File &amp;quot;C:\ProgramData\Bentley\Geotechnical\PLAXIS Python Distribution V2\python\lib\site-packages\plxscripting\plxproxy.py&amp;quot;, line 120, in _getattr&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&lt;br /&gt; &amp;nbsp;&amp;nbsp;&amp;nbsp; raise AttributeError(&amp;quot;Requested attribute &amp;#39;{}&amp;#39; is not present&amp;quot;.format(attr_name))&lt;br /&gt; AttributeError: Requested attribute &amp;#39;Plates&amp;#39; is not present&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;However,&lt;span&gt;&amp;nbsp;I try to run the same in the in-built Jupyter Interpreter&amp;nbsp;and print it, the code runs with all the plates and phases.&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div&gt;&lt;span&gt;Can you assist on what the problem could have been?&lt;/span&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Tue, 28 Feb 2023 02:38:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:def6138c-e949-40a6-90cb-63ff7eb6212d</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>