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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>Critical depth calculation of the pile</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/221087/critical-depth-calculation-of-the-pile</link><description>Hi all, 
 When defining the pile skin resistance for phi soil, critical depth is considered. Normally considered 15 x diameter (d) as the effective stress limiting value (loose 10d, medium 15d and dense 20d). 
 
 
 If the clay layer overlays the sand</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Critical depth calculation of the pile</title><link>https://communities.bentley.com/thread/678619?ContentTypeID=1</link><pubDate>Mon, 25 Oct 2021 08:34:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6e85f90d-4460-444d-8eb1-464fb01ba915</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Nitharshan,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;As this question is regarding design decisions I will leave it as a discussion post for any other geotechnical engineers using PLAXIS to comment on.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Critical depth calculation of the pile</title><link>https://communities.bentley.com/thread/678507?ContentTypeID=1</link><pubDate>Sun, 24 Oct 2021 14:01:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:26d8d30e-4a5c-401a-985f-26244a66883d</guid><dc:creator>Nitharshan</dc:creator><description>&lt;p&gt;If anyone know please share. Thanks,&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>