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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>Convergence Issues with semi-permeable interface in dam 2d seepage analysis using PlaxFlow</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/192302/convergence-issues-with-semi-permeable-interface-in-dam-2d-seepage-analysis-using-plaxflow</link><description>Dear all, 
 I&amp;#39;m performing a 2D seepage analysis of a tailings dam using the &amp;#39;PlaxFlow&amp;#39; module. Our design includes a geomembrane in the upstream face of the dam, we are currently modelling it as as an impervious interface element for. As a part of a</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Convergence Issues with semi-permeable interface in dam 2d seepage analysis using PlaxFlow</title><link>https://communities.bentley.com/thread/568543?ContentTypeID=1</link><pubDate>Wed, 12 Feb 2020 14:44:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6130b802-5efc-4bd0-9dca-dd2d805950a3</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Mauricio,&lt;/p&gt;
&lt;p&gt;Due to the complexity of each project, it is preferable to submit&amp;nbsp;&lt;span&gt;a service request:&amp;nbsp;&lt;/span&gt;&lt;a href="https://apps.bentley.com/srmanager/"&gt;https://apps.bentley.com/srmanager/&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;One of the support engineers will pick it up as soon as possible.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>