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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Modelling help</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/233362/modelling-help</link><description>Hi everyone. 
 I am trying to model how a load evolves on a slope (glacial load), the way to model it can be as a condition of hydrostatic stress with dynamic evolution (from 1 to 0 in the multiplier) or as an elastic material decreasing the height of</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>