<?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>Alfonso Prosperi's Communities Activities</title><link>https://communities.bentley.com/members/ddef6fe3_2d00_3a15_2d00_4714_2d00_8488_2d00_5a7ee239df4b</link><description>Recent activity for people in Alfonso Prosperi's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Groundwater lowering for settlement prediction</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/213265/groundwater-lowering-for-settlement-prediction</link><pubDate>Thu, 29 Apr 2021 12:05:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:02bee8fa-21e4-43ce-a972-5801831bd6da</guid><dc:creator>Alfonso Prosperi</dc:creator><description>&lt;p&gt;Hello there,&lt;/p&gt;
&lt;p&gt;I was trying to predict the settlement of layered soils due to the groundwater lowering.&lt;/p&gt;
&lt;p&gt;My guess is that, in order to model the consolidation process, I need to apply a flow function, modelling the hydraulic head lowering over time, in order to get the pore pressure variation, using a fully coupled flow-deformation analysis.&lt;/p&gt;
&lt;p&gt;I do not want to use water wells for my purposes.&lt;/p&gt;
&lt;p&gt;Any experience on similar cases?&lt;/p&gt;
&lt;p&gt;Regards&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, 29 Apr 2021 04:13:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1a3fa81d-c6e5-454c-ba39-80bb299cf4fc</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>