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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>GWT for the trial trench excavation</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/232604/gwt-for-the-trial-trench-excavation</link><description>Hi all, 
 
 When we model the trial trenches in Plaxis (to find the utilities inside the ground, so can&amp;#39;t provide embedded depths), how to draw the GWT to get the full water effect? 
 If I used the groundwater flow and the head pore water pressure provided</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>