<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Seismic behavior and design of strutted diaphragm walls in sand</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/195141/seismic-behavior-and-design-of-strutted-diaphragm-walls-in-sand</link><description>Hello everyone, I am trying to model a science paper in the deep excavation under seismic condition &amp;quot;Seismic behavior and design of strutted diaphragm walls in sand, Mohammad Bahrami&amp;quot; my results didn&amp;#39;t much with his results under seismic condition. All</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Seismic behavior and design of strutted diaphragm walls in sand</title><link>https://communities.bentley.com/thread/579234?ContentTypeID=1</link><pubDate>Wed, 08 Apr 2020 15:07:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:97ae953c-d748-407b-b1c2-ad2afa163334</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Ashraf,&lt;/p&gt;
&lt;p&gt;In order to be able to assist you with your project and identifying the reason for the difference in results, please submit a service request.&lt;/p&gt;
&lt;p&gt;Then, one of our support engineers can help you in detail:&lt;br /&gt; &lt;a href="https://apps.bentley.com/srmanager/ProductSupport"&gt;https://apps.bentley.com/srmanager/ProductSupport&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>