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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>Callum Sands's Communities Activities</title><link>https://communities.bentley.com/members/0cc59c4d_2d00_1600_2d00_4f7e_2d00_9e6b_2d00_8cee3dce04d4</link><description>Recent activity for people in Callum Sands's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>SS vs SSC</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/241620/ss-vs-ssc</link><pubDate>Tue, 14 Feb 2023 01:29:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2c332754-0af4-4212-9a4b-fa3bda409bbe</guid><dc:creator>Callum Sands</dc:creator><description>&lt;p&gt;New user, in need of guidance trying to figure out what model is best for the analysis of fill under a building over deep, soft soils.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Does the SS model calculate only primary consolidation and the SSC only secondary creep settlement as a result of loading onto the soft soils?&lt;/p&gt;
&lt;p&gt;OR&lt;/p&gt;
&lt;p&gt;Does the SSC calculate both?&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>Tue, 14 Feb 2023 01:29:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2642d4c1-c2c4-4368-9fb5-d84431405656</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>