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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>B Glover's Activities</title><link>https://communities.bentley.com/members/5d2e9ffe_2d00_0275_2d00_4840_2d00_864b_2d00_8614fdfcaabf</link><description>B Glover's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Soil Vision (SV Flux/SV Solid) consolidation modelling.</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/197582/soil-vision-sv-flux-sv-solid-consolidation-modelling</link><pubDate>Thu, 21 May 2020 07:12:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:62478fcf-aabe-4abc-a9cf-c70637edefc5</guid><dc:creator>B Glover</dc:creator><description>&lt;p&gt;Hi,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have a query about how the 1D consolidation modelling completes the calculation following the void ratio and effective stress extended power function model.&lt;/p&gt;
&lt;p&gt;If the initial void ratio does not match the power function model void ratio at 0 effective stress, how does the program calculate the void ratio/model the consolidation when i run the model?&lt;/p&gt;
&lt;p&gt;Thanks.&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, 21 May 2020 02:33:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:526d6967-d3e4-440b-b986-988a7282b8ed</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>