<?xml version="1.0" encoding="UTF-8" ?>
<?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>Nadja Gibis's Communities Activities</title><link>https://communities.bentley.com/members/2e9b96a6_2d00_529e_2d00_45f3_2d00_8e49_2d00_5bddbb0778b8</link><description>Recent activity for people in Nadja Gibis's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Generating same initial stress for deep tunnel model, but without modelling the height</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/236593/generating-same-initial-stress-for-deep-tunnel-model-but-without-modelling-the-height</link><pubDate>Thu, 06 Oct 2022 10:21:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:716eb2c3-e006-45ab-af00-156514982224</guid><dc:creator>Nadja Gibis</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I want to reduce the height of my model by using a line load (right) instead of modeling the hole height above the tunnel (right) like shown in the following picture.&lt;/p&gt;
&lt;p&gt;- ground water isn&amp;#39;t considered in this model, so no pore pressure&lt;/p&gt;
&lt;p&gt;- K0-values differ for the layers (green: 0.2,&amp;nbsp; blue: 0.3, yellow: 1.0)&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1665049734468v2.png" alt=" " /&gt; &lt;/p&gt;
&lt;p&gt;If the line load is activated in the Initial Phase, than it doesn&amp;#39;t work with the K0-procedure, because only the body weight will be used for stress calculation and the line load will be ignored, right?&lt;/p&gt;
&lt;p&gt;I tried two different ways:&lt;/p&gt;
&lt;p&gt;- adding one more phase for only applying the line load before starting with tunnel excavation&lt;/p&gt;
&lt;p&gt;- Gravity loading in Initial Phase&lt;/p&gt;
&lt;p&gt;The result for initial vertical stresses&amp;nbsp;&amp;sigma;&amp;#39;&lt;sub&gt;yy&lt;/sub&gt; are the same as for the original model, but the results for the initial horizontal stresses &amp;sigma;&amp;#39;&lt;sub&gt;xx&lt;/sub&gt; are always different than the original model. &lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1665051106797v3.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Question: &amp;nbsp;Is there any possibility at all to compute the same initial stresses (vertical AND horizontal), but for a reduced model height?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Best Regards, Nadja&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>Thu, 06 Oct 2022 03:49:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7399df56-1cd4-4ae0-add7-0e55ea481d46</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>