Tutorial: Simple Slope Stability

In this video, we show you how to create a series of simple slope models using UDEC 6. Three cases are reviewed: (1) no jointing, (2) fully-continuous jointing and (3) non-continuous en echelon jointing (showing a step-path failure).

Latest News
  • Itasca Celebrates 40 Years Itasca is celebrating 40 years of solving geomechanical and hydrogeological challenges through engineering and computer...
    Read More
  • Introducing Our New IMASS Constitutive Model The Itasca Constitutive Model for Advanced Strain Softening (IMASS) has been developed to represent the...
    Read More
  • COVID-19 Pandemic Response ...
    Read More

Upcoming Events
6 Aug
Itasca Training Collaborations
Quality courses offered outside Itasca.... Read More