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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>Camilo Melo's Communities Activities</title><link>https://communities.bentley.com/members/fef689e9_2d00_9ffc_2d00_411f_2d00_bc4f_2d00_dc7cc3e9b099</link><description>Recent activity for people in Camilo Melo's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Using the PLAXIS 2D to 3D Converter</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/204739/using-the-plaxis-2d-to-3d-converter</link><pubDate>Tue, 20 Oct 2020 11:05:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:80820493-f494-49b4-9352-2ab1bfb1d9bc</guid><dc:creator>Guillermo Mondejar</dc:creator><description>&lt;p&gt;Where can I find to download the&amp;nbsp;Conversion Tool files I need to extract to \pytools\input\ in the PLAXIS 2D installation directory?&lt;/p&gt;
&lt;p&gt;Does this work on Plaxis 20.2.0.83?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Fixed axes in output</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/215371/fixed-axes-in-output</link><pubDate>Wed, 16 Jun 2021 09:59:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:da9cd446-c714-4fdb-b7fe-7796d63f560b</guid><dc:creator>Camilo Melo</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;For plotting purposes, I would like to keep a constant zoom and&amp;nbsp;axis distances for different output files from the left to (1 50) and (-20 50); right now I&amp;#39;m manually clicking and zoom in to the desired values but is not as&amp;nbsp;accurate as required and time-consuming for several files. Due to this, I&amp;#39;m wondering if there is an easy way to&amp;nbsp;set up this through the command line or directly in the ouput window.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks for your support,&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1623837361481v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Soil displacements relative to a particular location</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/214058/soil-displacements-relative-to-a-particular-location</link><pubDate>Tue, 18 May 2021 16:39:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7ab11b9-ff4b-451e-8a7f-2d1f4875cb46</guid><dc:creator>Camilo Melo</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m modelling a spudcan (offshore foundation) penetration problem, using the updated mesh type calculation.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I want to extract the&amp;nbsp;soil displacement relative to a particular location (i.e. x=0.25D, 0.5D, 1D, etc..).&lt;/p&gt;
&lt;p&gt;What I&amp;#39;m obtaining right now is a node&amp;nbsp;which was at&amp;nbsp;0.25D in the first stage but moved at the end of that calculation stage, and so Plaxis is giving me the absolute displacement of that node, which doesn&amp;#39;t represent the required relative displacement at the end of the stage at 0.25D.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Any help with how to get this relative displacement?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thank you&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1621355761785v3.png" alt=" " /&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>Tue, 18 May 2021 16:40:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:894e01e4-1823-4444-a90a-2780753df683</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Lucía</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/213337/lucia</link><pubDate>Fri, 30 Apr 2021 17:19:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dc0ccf90-b818-4d0f-b536-7eea7be25a4d</guid><dc:creator>Joselyne B&amp;#225;rbara Sol&amp;#243;rzano Chauca</dc:creator><description>&lt;p&gt;Buenas tardes,&lt;/p&gt;
&lt;p&gt;Me puede indicar cu&amp;aacute;l es el rol de la opci&amp;oacute;n de cut-off de tensiones para la simulaci&amp;oacute;n con elementos finitos en plaxis.&lt;/p&gt;
&lt;p&gt;Saludos!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>