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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>Difference between undrained A and undrained B</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/235649/difference-between-undrained-a-and-undrained-b</link><description>Hello All, 
 
 In PLAXIS, I saw three types of undrained analysis : A,B and C. When I define the material as undrained, my thought is the soil is in an undrained state at the beginning of the analysis. I understand undrained &amp;quot;A&amp;quot; is for effective stress</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Difference between undrained A and undrained B</title><link>https://communities.bentley.com/thread/732216?ContentTypeID=1</link><pubDate>Fri, 16 Sep 2022 08:26:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2acdec22-5ed8-4abd-904c-1720c5874f89</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;Hi Faisal,&lt;br /&gt; I see that you also submitted a Service Request with the same question. Therefore, it will be answered via that ticket to avoid duplicate answers.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>