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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/"><channel><title>Shahab Pouriyan's Communities Activities</title><link>https://communities.bentley.com/members/d445033a_2d00_6746_2d00_4c27_2d00_9a56_2d00_d1e0e99e1f68</link><description>Recent activity for people in Shahab Pouriyan's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Piled Raft Foundation</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/224020/piled-raft-foundation</link><pubDate>Wed, 29 Dec 2021 14:53:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:33d77809-b116-4548-86ed-4a0bc0e1943e</guid><dc:creator>Shahab Pouriyan</dc:creator><description>&lt;p&gt;&lt;span&gt;Hi,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;I modeled a &amp;ldquo;Piled Raft Foundation&amp;rdquo; on &amp;ldquo;Saturated Soft Clay&amp;rdquo; soil (Mohr - Coulomb);&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;under combined loading (Uplift &amp;ldquo;510 kN&amp;rdquo; + Lateral &amp;ldquo;130kN&amp;rdquo;).&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;But in output results (Deformed Mesh); it seems that adjacent soils of Raft moved up along it too.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;How it is possible and how can I fix it?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/9CB1D980_2D00_D9F8_2D00_4030_2D00_8FBC_2D00_B2BF67F18A35.jpeg" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Piled Raft Foundation</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/224021/piled-raft-foundation</link><pubDate>Wed, 29 Dec 2021 14:56:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:938c130b-d03f-4426-9c27-002ac6219628</guid><dc:creator>Shahab Pouriyan</dc:creator><description>&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/C441F881_2D00_C4DF_2D00_482C_2D00_BFF2_2D00_A44DF450605D.jpeg" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Hi,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;I modeled a &amp;ldquo;Piled Raft Foundation&amp;rdquo; on &amp;ldquo;Saturated Soft Clay&amp;rdquo; soil (Mohr - Coulomb);&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;under combined loading (Uplift &amp;ldquo;510 kN&amp;rdquo; + Lateral &amp;ldquo;130kN&amp;rdquo;).&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;But in output results (Deformed Mesh); it seems that adjacent soils of Raft moved up along it too.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;How it is possible and how can I fix it?&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Micropile modeling in Plaxis 3D v2020</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/217015/micropile-modeling-in-plaxis-3d-v2020</link><pubDate>Thu, 22 Jul 2021 02:46:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fee1fbd4-a414-4229-9f68-792e88f012b0</guid><dc:creator>Shahab Pouriyan</dc:creator><description>&lt;p&gt;Hi,I want to model micropile group by using embedded beam elements in PLAXIS 3D v2020&amp;nbsp;but I don&amp;rsquo;t know how I can calculate BASE RESISTANCE and AXIAL SKIN RESISTANCE for micropiles.&amp;nbsp;Thank you very much for your help.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>model an inclined pile in piled raft system by using Volume element</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/214908/model-an-inclined-pile-in-piled-raft-system-by-using-volume-element</link><pubDate>Sat, 05 Jun 2021 20:47:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0c8c3685-0688-4259-95f5-4fb6fec97e11</guid><dc:creator>Shahab Pouriyan</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;how we can&amp;nbsp;model an inclined pile in piled raft system by using Volume element?&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>Sat, 05 Jun 2021 07:04:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7a8ba501-f17b-433f-a643-520821ab46ac</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>