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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>Prijanthy Panchadcharam's Activities</title><link>https://communities.bentley.com/members/f692176d_2d00_8d21_2d00_4947_2d00_a8d9_2d00_5c4034c0df61</link><description>Prijanthy Panchadcharam's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Drained zone around the tunnel</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/248085/drained-zone-around-the-tunnel</link><pubDate>Tue, 25 Jul 2023 06:32:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:73c6e499-9309-43e9-aa33-dbd97d6f49a9</guid><dc:creator>Prijanthy Panchadcharam</dc:creator><description>&lt;p&gt;Hi all,&lt;/p&gt;
&lt;p&gt;I created a 2D Plaxis model where we have a tunnel 16m under the surface. The water level is 11m above the ridge. In the construction state, the water is drained 4m around the tunnel. I have tried to model this with a dry zone around the tunnel and defined the behaviour of the tunnel interface as &amp;quot;head&amp;quot;. Unfortunately, the model does not work. I get the following error message: &amp;quot;Load advancement procedure fails&amp;quot;. Can you tell me whats the best way to simulate the drainage and the drained condition in Plaxis 2D.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thank you in advance.&amp;nbsp;&lt;/p&gt;
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