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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>Conrado Carvalho's Activities</title><link>https://communities.bentley.com/members/a8b875bc_2d00_5fbf_2d00_49d6_2d00_8fc8_2d00_bd1a6958a96c</link><description>Conrado Carvalho's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Hydraulic gradient increases with mesh density</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/229873/hydraulic-gradient-increases-with-mesh-density</link><pubDate>Sun, 15 May 2022 19:01:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:960df672-92b9-4cf3-8655-50e26144b963</guid><dc:creator>Conrado Carvalho</dc:creator><description>&lt;p&gt;Hi everyone!&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am currently running a simple 2D groundwater dam model with Plaxis LE and I have found this unexpected behavior when measuring the hydraulic gradient near&amp;nbsp;downstream&amp;nbsp;face: it keeps increasing while triangle elements get smaller and smaller. Maximum hydraulic gradient seems not to be converging to a single value. Also, as gradient gets bigger, it moves toward dam&amp;#39;s toe.&lt;/p&gt;
&lt;p&gt;The model includes only two different materials: a homogeneous anisotropic dam (kx&amp;gt;ky) and a homogeneous isotropic foundation.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Attached to this post, there is a graphic showing the gradient behavior found.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Has anyone faced this same problem? Is there anything I can do so hydraulic gradient converges?&lt;/p&gt;
&lt;p&gt;Thanks in advance!&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " height="137" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/Gradient-vs-Element-Area.png" width="256" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>3D Mesh doesn&amp;#39;t generate</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/217137/3d-mesh-doesn-t-generate</link><pubDate>Sat, 24 Jul 2021 19:57:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d2c4c75c-3554-4545-baf5-44638169e50e</guid><dc:creator>Conrado Carvalho</dc:creator><description>&lt;p&gt;Dear colleagues,&lt;/p&gt;
&lt;p&gt;&amp;nbsp;I am facing a problem when generating a mesh for a simple steady state dam flux 3D analysis in Plaxis Groundwater. I am using Designer to generate a model volume and then importing it to Groundwater.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;The model is built with three surfaces named &amp;quot;Dam&amp;quot;, &amp;quot;Topography&amp;quot; and &amp;quot;Basis&amp;quot; (upper to lower). Every time I use Dam and Topography surfaces together to create a model, Plaxis mesh generation crashes, regardless any region I use. However, when a volume is created not using both surfaces together, it works.&amp;nbsp; It is important to say that while using Designer, no error warning appears.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;I&amp;#39;ve already followed the steps presented in the Tutorial Manual, i. e. fixing intersections and merging surfaces, but nothing appears to work.&lt;/p&gt;
&lt;p&gt;Has anyone been through a similar situation and can give a hand with it?&lt;/p&gt;
&lt;p&gt;Thanks in advance.&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>Sat, 24 Jul 2021 03:20:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2187101f-614f-4fc6-8634-9b9a238b694d</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>