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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>Liquefaction analysis</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/221022/liquefaction-analysis</link><description>I am working on liquefaction analysis. Can you tell me how and on which surface, I should apply the earthquake load? Surface displacement or a surface load? The geometry is quite simple, with foundation soil 45*45*6 and dam over it of height 4.5. Moreover</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Liquefaction analysis</title><link>https://communities.bentley.com/thread/677884?ContentTypeID=1</link><pubDate>Wed, 20 Oct 2021 12:59:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5629b591-d0b7-4c1d-b9d1-ad4df043d039</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;No problem, we have the same example in PLAXIS 3D, too:&lt;br /&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45580/plaxis-3d-tutorial-09-free-vibration-and-earthquake-analysis-of-a-building"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45580/plaxis-3d-tutorial-09-free-vibration-and-earthquake-analysis-of-a-building&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;In any case, the theory and applications are the same in PLAXIS 2D and PLAXIS 3D.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Liquefaction analysis</title><link>https://communities.bentley.com/thread/677881?ContentTypeID=1</link><pubDate>Wed, 20 Oct 2021 12:58:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:79505324-21c3-4d1c-b0b9-1f9c045e82e3</guid><dc:creator>Aamir Gulzar</dc:creator><description>&lt;p&gt;Thanks a lot for the reply. You have suggested plaxis 2d tutorials. I am working on 3d. Will it be effective&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Liquefaction analysis</title><link>https://communities.bentley.com/thread/677872?ContentTypeID=1</link><pubDate>Wed, 20 Oct 2021 12:16:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ea76cc18-b53b-4a2f-b3ff-80234092c99a</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Aamir,&lt;/p&gt;
&lt;p&gt;From your questions, I understand that you are interested in the basics of running a seismic analysis.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;In short, you can apply the signal using a surface prescribed displacement.&lt;/p&gt;
&lt;p&gt;My first suggestion would be to follow our tutorial example:&amp;nbsp;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45568/plaxis-2d-tutorial-16-free-vibration-and-earthquake-analysis-of-a-building"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45568/plaxis-2d-tutorial-16-free-vibration-and-earthquake-analysis-of-a-building&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Then, you can continue reading more on our Wiki pages, such as the following. Note that the&amp;nbsp;last two links are from webinars we have recorded in the past.&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/46050/site-response-analysis-and-liquefaction-evaluation"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/46050/site-response-analysis-and-liquefaction-evaluation&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/46049/ground-response-analysis"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/46049/ground-response-analysis&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45480/plaxis-2d-and-3d-applications-in-geotechnical-earthquake-engineering"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45480/plaxis-2d-and-3d-applications-in-geotechnical-earthquake-engineering&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45987/using-an-accelerogram-for-dynamics"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45987/using-an-accelerogram-for-dynamics&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45984/on-the-use-of-dynamic-boundary-conditions"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45984/on-the-use-of-dynamic-boundary-conditions&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45936/time-step-used-in-dynamic-calculation"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45936/time-step-used-in-dynamic-calculation&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="/products/geotech-analysis/w/plaxis-soilvision-wiki/45986/drift-correction-for-dynamic-input-signal-from-file"&gt;https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45986/drift-correction-for-dynamic-input-signal-from-file&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="https://gateway.on24.com/wcc/eh/2541253/lp/3389504/?partnerref=GeoAnalysisBC"&gt;https://gateway.on24.com/wcc/eh/2541253/lp/3389504/?partnerref=GeoAnalysisBC&lt;/a&gt;&lt;/li&gt;
&lt;li&gt;&lt;a href="https://learn.bentley.com/app/VideoPlayer/LinkToIndividualCourse?LearningPathID=113626&amp;amp;CourseId=132352&amp;amp;MediaID=5020454"&gt;https://learn.bentley.com/app/VideoPlayer/LinkToIndividualCourse?LearningPathID=113626&amp;amp;CourseId=132352&amp;amp;MediaID=5020454&lt;/a&gt;&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>