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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>Sander Vanlanduyt's Communities Activities</title><link>https://communities.bentley.com/members/81443274_2d00_f962_2d00_4070_2d00_b8af_2d00_55c69d2b4071</link><description>Recent activity for people in Sander Vanlanduyt's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Load advancement procedure fails [103]</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/196888/load-advancement-procedure-fails-103</link><pubDate>Fri, 08 May 2020 12:26:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a8d61380-63a7-44eb-81e4-2a5d0fc6bab5</guid><dc:creator>Sander Vanlanduyt</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am a masterstudent in Construction engineering and currently working on my thesis.&lt;/p&gt;
&lt;p&gt;I am trying to make a Plaxis 2D (2010) model for a soilmix-element with a load-bearing capacity.&lt;br /&gt;During the calculation I get the following comment: &amp;#39;Load advancement procedure fails. [103]&amp;#39;&lt;/p&gt;
&lt;p&gt;Is there anyone who can help me with solving this issue?&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Difference between modelling a plate/soil</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/197587/difference-between-modelling-a-plate-soil</link><pubDate>Thu, 21 May 2020 07:59:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:84f0b60b-0a38-4e69-810d-0a8072c4ba95</guid><dc:creator>Sander Vanlanduyt</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am modelling two identical soilmix-structures, one as a plate and the other one as a soil.&lt;/p&gt;
&lt;p&gt;When comparing them, the one moddeled as a plate has a maximum displacement that is twice as big as the displacement of the one modelled as a soil.&lt;/p&gt;
&lt;p&gt;Does anyone know if the reason for this difference is because Plaxis has a different way of calculating a plate and a soil structure?&lt;/p&gt;
&lt;p&gt;Thanks!&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>Fri, 08 May 2020 02:45:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ad2647c4-5be9-4e35-8fa0-5d07d65aa656</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Discussion Starter I</title><link>https://communities.bentley.com/achievements/21025ab1-febb-4fb4-a872-d32a921cb45c</link><pubDate>Fri, 08 May 2020 11:52:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9f10a89f-a77c-447b-af1a-4b78cdbec250</guid><dc:creator /><description>Start a discussion in a forum that receives 5 replies.</description></item><item><title>How can I solve the following issue: &amp;#39;Not enough load steps [102]&amp;#39; ?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/196839/how-can-i-solve-the-following-issue-not-enough-load-steps-102</link><pubDate>Thu, 07 May 2020 15:33:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f0d7f623-263c-4c4b-9e69-c382bddcc423</guid><dc:creator>Sander Vanlanduyt</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am a masterstudent in Construction engineering and currently working on my thesis.&lt;/p&gt;
&lt;p&gt;I am trying to make a Plaxis 2D model for a soilmix-element with a load-bearing capacity.&lt;br /&gt;During the calculation I get the following comment: &amp;#39;Not enough load steps [102]&amp;#39;&lt;/p&gt;
&lt;p&gt;Is there anyone who can help me with solving this issue?&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>