<?xml version="1.0" encoding="UTF-8" ?>
<?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>Milinda Amarasinghe's Activities</title><link>https://communities.bentley.com/members/668b19b9_2d00_1835_2d00_44be_2d00_9d69_2d00_cbb4d78120fd</link><description>Milinda Amarasinghe's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Safety calculations</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/236110/safety-calculations</link><pubDate>Mon, 26 Sep 2022 01:28:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8353e76e-4aad-49c7-8ebe-d5cde65f4abb</guid><dc:creator>Milinda Amarasinghe</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am looking for the possibility of doing a safety calculation with different shear strength reduction (Msf) parameters for friction angle and cohesion. Is there a possibility to use this double shear strength reduction method to change the reduction factors in Plaxis. I am not familiar with Python scripting, so I would like to know if there a possibility to change the Msf value using python scripting. Thank you for any assist that you can provide in this regard.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;BR&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Milinda Amarasinghe&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>Mon, 26 Sep 2022 01:26:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ce7ed339-ef2c-4191-8e78-f7a72aaf91a4</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>