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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>Jason Jia's Activities</title><link>https://communities.bentley.com/members/9333a751_2d00_88a9_2d00_48df_2d00_a3b8_2d00_b6f1dd4ef2d7</link><description>Jason Jia's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Norsand - shear modulus</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/231374/norsand---shear-modulus</link><pubDate>Fri, 17 Jun 2022 04:23:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:593d48e7-d75e-40b5-9ff2-e748f78260b5</guid><dc:creator>Jason Jia</dc:creator><description>&lt;p&gt;Dear&amp;nbsp;Community&lt;/p&gt;
&lt;p&gt;I am doing modelling using the Norsand model. I am not confident with the selection of shear modulus Gref. Should I use the modulus of very small strain (~G0) or that of the large strain (derived from E50)?&lt;/p&gt;
&lt;p&gt;Appreciate if you can help me with this.&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>Fri, 17 Jun 2022 01:01:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:585cfd9b-c007-4a88-ae55-85c88b6c3194</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>