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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>Juho Mansikkamäki's Communities Activities</title><link>https://communities.bentley.com/members/e3a0d18b_2d00_bd54_2d00_49fa_2d00_b672_2d00_bcccdedfd655</link><description>Recent activity for people in Juho Mansikkamäki's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Issue with pullout capacity in Plaxis 3D v21</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/239075/issue-with-pullout-capacity-in-plaxis-3d-v21</link><pubDate>Sat, 03 Dec 2022 16:54:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dbaafeaa-fc8e-4b98-876e-4435763b02c8</guid><dc:creator>Juho Mansikkam&amp;#228;ki</dc:creator><description>&lt;p&gt;I have a plate anchor buried in soil under water and vertical force is applied to it to pull it up. Strength of the soil is low. Under water with low soil strength the pullout capacity of anchor plate should be about the effective weight of the soil above the plate. But issue is that capacity seems to correlate to the total weight (total stress) of the soil. Software seems to calculate the weight of the water above the plate to increase the capacity which obviously is not correct. Is this related to some calculation settings or is it a bug?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Complex geometries from Leapfrog to Plaxis 3D</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/224268/complex-geometries-from-leapfrog-to-plaxis-3d</link><pubDate>Thu, 06 Jan 2022 17:41:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:48cf556b-7b00-4417-ba10-4c36dc874929</guid><dc:creator>Juho Mansikkam&amp;#228;ki</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;Any experience about importing to Plaxis 3D complex and large geometry originally created with Leapfrog, what is the best way? Is there other options than first create .dxf solids and then import those?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Many Thanks&lt;/p&gt;
&lt;p&gt;Juho&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, 06 Jan 2022 00:57:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9d7cb976-6099-4b66-84b3-fd46731e96a8</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>