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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/"><channel><title>Omkar Sugade's Activities</title><link>https://communities.bentley.com/members/c14d0f39_2d00_ea3e_2d00_4709_2d00_a1c1_2d00_bbc970d3b174</link><description>Omkar Sugade's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>High excess pore pressure at particular nodes during consolidation analysis in Plaxis 3D</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/232749/high-excess-pore-pressure-at-particular-nodes-during-consolidation-analysis-in-plaxis-3d</link><pubDate>Mon, 18 Jul 2022 10:50:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:74c5bbf6-1a43-45dc-b920-8410f7d1dcc6</guid><dc:creator>Omkar Sugade</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am getting very high excess pore pressures at particular nodes beneath the pile cap, adjacent to the embedded&amp;nbsp;beams as shown below,. This is causing very slow convergence and excess pwp is not changing after particular point. (fig 1 - phase before, fig 2 - interested phase)&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1658141669470v1.png" alt=" " /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1658138990896v1.png" /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1658141059125v2.png" /&gt;&lt;/p&gt;
&lt;p&gt;The pile cap is a volume element with Linear elastic material (non-porous)&lt;/p&gt;
&lt;p&gt;The permeability of clayey soil beneath the pile cap volume is 2.0 E-11 m/s. (all directions)&lt;/p&gt;
&lt;p&gt;Around pile cap there is granular fill with K = 1.0 E-06&amp;nbsp; m/s&amp;nbsp; and clay with K = &lt;span&gt;2.0 E-11 m/s&amp;nbsp;&lt;/span&gt;(all directions)&lt;/p&gt;
&lt;p&gt;If I increase permeability of clay by 100 times I can run the model properly, but we are expecting very low permeability as stated.&lt;/p&gt;
&lt;p&gt;What could be the reason of such spurious excess pwp at such location?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks for any help in advance.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Tutorial 11 - Command Runner error</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/232769/tutorial-11---command-runner-error</link><pubDate>Mon, 18 Jul 2022 16:16:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3f1b6c36-1d43-4357-b21e-efc7d3fee365</guid><dc:creator>Plasix2d Calgary</dc:creator><description>&lt;p&gt;When running the commands to building up Tutorial 11, the commands runner stops at this line:&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;_set InitialPhase.DeformCalcType &amp;quot;Flow only&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;with the error:&lt;/p&gt;
&lt;p&gt;Invalid value: &amp;quot;Flow only&amp;quot;. Allowed values are: &amp;quot;k0procedure&amp;quot;, &amp;quot;fieldstress&amp;quot;, &amp;quot;gravityloading&amp;quot; or ordinal value.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;File name is:&lt;/p&gt;
&lt;p&gt;8562.PLAXIS_2D_CEV22.01_Tutorial_11_Flow through an embankment&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&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>Mon, 04 Apr 2022 02:58:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89a22ceb-ffa6-4da6-96f9-0290b3987da8</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Changing properties of multiple connections with Python</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/227953/changing-properties-of-multiple-connections-with-python</link><pubDate>Mon, 04 Apr 2022 14:45:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:22076360-17d9-4a4a-ade9-75c366d8829d</guid><dc:creator>Omkar Sugade</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;How&amp;nbsp;can I change connection properties of multiple connections using a loop?&lt;/p&gt;
&lt;p&gt;For e.g. I can change property of a single connection as :&amp;nbsp;g_i.Connection_1.Translation1 = &amp;quot;Free&amp;quot;&lt;/p&gt;
&lt;p&gt;Thank you in advance,&lt;/p&gt;
&lt;p&gt;Kind regards, Omkar.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>