<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>How to simulate the clay soil in the &amp;quot;site response analysis and liquefaction evaluation 2015&amp;quot;?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/204158/how-to-simulate-the-clay-soil-in-the-site-response-analysis-and-liquefaction-evaluation-2015</link><description>Hello, 
 I want to build soil model as the manual &amp;quot; Site response analysis and liquefaction evaluation (2015)&amp;quot;. 
 I can&amp;#39;t do the perfect validation in the clay layer when inspect the pore pressure ratio. 
 Regarding the setting of clay parameters, is</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to simulate the clay soil in the "site response analysis and liquefaction evaluation 2015"?</title><link>https://communities.bentley.com/thread/613671?ContentTypeID=1</link><pubDate>Mon, 12 Oct 2020 07:25:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:466f1fe5-70b1-4f93-9e5d-0f003917aadf</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Tzu-Ling Wend,&lt;/p&gt;
&lt;p&gt;In order to be able to assist you with your project and identifying the reason for the problem you experience, please submit a service request.&lt;/p&gt;
&lt;p&gt;Then, one of our support engineers can help you in detail:&lt;br /&gt; &lt;a href="https://apps.bentley.com/srmanager/ProductSupport"&gt;https://apps.bentley.com/srmanager/ProductSupport&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>