<?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>Norsand Implementation in Plaxis</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/248512/norsand-implementation-in-plaxis</link><description>I was reading this peer-reviewed technical document ( https://doi.org/10.1061/JGGEFK.GTENG-10800 ) and the authors are saying &amp;quot; The current implementation of NorSand in PLAXIS 2D does not contain an internal cap, which controls the maximum dilatancy of</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>