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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>Some questions about the parameters of plate element</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/244147/some-questions-about-the-parameters-of-plate-element</link><description>I have the following three questions about the input of the plate&amp;#39;s unit weight. 
 （1） If the groundwater level is -0.5m, the model has two layers of soil, the depth of the first layer is 1m, γunsat=17, γsat=18, and the depth of the second layer is 2m</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Some questions about the parameters of plate element</title><link>https://communities.bentley.com/thread/762280?ContentTypeID=1</link><pubDate>Mon, 17 Apr 2023 16:26:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9ca65e14-8482-44e8-b68f-41b72e72a9d3</guid><dc:creator>xin Fang</dc:creator><description>&lt;p&gt;Dear Stefanos,&lt;/p&gt;
&lt;p&gt;Thank you very much for your answer！&lt;/p&gt;
&lt;p&gt;In fact, I have carefully read the two links you recommended to me, but I am still not sure about the specific calculation method of plate unit weight. Can you give me an example of plate unit weight calculation with two layers of soil and groundwater level is -0.5m? And the link only mentions &amp;quot;the actual weight of the plate, w, is, therefore, the difference between the weight of the plate and the soil occupying its true volume&amp;quot;. However, for the same plate element ,&amp;nbsp; &lt;span&gt;It completely occupies the soil&lt;/span&gt;&amp;nbsp;in the first phase and partially occupies&amp;nbsp; the soil in the second phase. For this situation, should I choose &amp;gamma; = &amp;gamma;concrete-&amp;gamma;soil or &amp;gamma; = &amp;gamma;concrete-0.5 * &amp;gamma;soil ? In short, do I need to assign different &amp;gamma; to the plate before and after excavation？&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Some questions about the parameters of plate element</title><link>https://communities.bentley.com/thread/762212?ContentTypeID=1</link><pubDate>Mon, 17 Apr 2023 10:39:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:94e4c9a2-fa8a-472d-a9a2-40b6e99ee9d8</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Xin,&lt;/p&gt;
&lt;p&gt;Please check our Wiki article about this: &amp;nbsp;&lt;a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/58294/considerations-for-modelling-a-thick-slab-as-a-plate"&gt;Considerations for modelling a thick slab as a plate&lt;/a&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;And another relevant Forum post on the topic:&amp;nbsp;&amp;nbsp;&lt;a href="https://communities.bentley.com/products/geotech-analysis/f/forum/240597/buoyancy-effect-on-plates-for-plaxis-3d"&gt;Buoyancy effect on plates for PLAXIS 3D&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Some questions about the parameters of plate element</title><link>https://communities.bentley.com/thread/762105?ContentTypeID=1</link><pubDate>Sat, 15 Apr 2023 12:59:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a935a3b2-3446-4576-b5a3-070d920393dc</guid><dc:creator>xin Fang</dc:creator><description>&lt;p&gt;I would be grateful if any geotechnical engineer could answer this question for me！&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>