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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>Jian Zheng's Activities</title><link>https://communities.bentley.com/members/96d69371_2d00_9744_2d00_42b6_2d00_a2e0_2d00_b09f52341cbd</link><description>Jian Zheng's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Stability analysis of tailings dams using NorSand</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/245910/stability-analysis-of-tailings-dams-using-norsand</link><pubDate>Tue, 30 May 2023 03:57:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cdf7e0bd-1c96-49ac-869d-eb9b865badb4</guid><dc:creator>Jian Zheng</dc:creator><description>&lt;p&gt;Hi Plaxis,&lt;/p&gt;
&lt;p&gt;I would like to run a fully coupled stress-flow analysis of the staged construction of a tailings dam using NorSand model for the mine tailings.&lt;/p&gt;
&lt;p&gt;After the consolidation stage, how can calculate the factor of safety for the tailings dam? can I just&amp;nbsp;add a&amp;nbsp;safety calculation phase to calculate the Factor of Safety? If yes, which material parameter (strength) will be reduced by the strength reduction factor. I understand that it might be not possible to use NorSand with the strength reduction factor method in which the material parameter (strength) will be reduced.&lt;/p&gt;
&lt;p&gt;Thanks&amp;nbsp;&lt;/p&gt;
&lt;p&gt;JZ&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>