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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>How to plot H-V interaction diagram for suction anchors</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/243467/how-to-plot-h-v-interaction-diagram-for-suction-anchors</link><description>Hello, I&amp;#39;m working on a suction pile under combined loading (Vertical and Horizontal). I&amp;#39;ve got the max Vertical load and Max horizontal load by ploting load displacement curves. 
 The next step I&amp;#39;m looking to perform is, knowing Vmax and Hmax, I would</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to plot H-V interaction diagram for suction anchors</title><link>https://communities.bentley.com/thread/760106?ContentTypeID=1</link><pubDate>Fri, 31 Mar 2023 11:14:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f02f65c6-e90e-448e-bc2d-e5937d502c18</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;Hi ABO,&lt;/p&gt;
&lt;p&gt;The document you refer to mentions that the &amp;quot;&lt;em&gt;loading is applied along the centre line as a prescribed displacement&lt;/em&gt;&amp;quot;.&lt;br /&gt;However, you can also refer to Tutorial #3: Loading of a suction pile, which analyses a similar situation. You can find it here:&amp;nbsp;&lt;a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/45575/plaxis-3d-tutorial-03-loading-of-a-suction-pile"&gt;communities.bentley.com/.../plaxis-3d-tutorial-03-loading-of-a-suction-pile&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>