Phase2 Tutorials > Geogrid Reinforced Embankment (no slip)
This tutorial will demonstrate the use of geosynthetics in Phase2, by performing a shear strength reduction (SSR) analysis for a sand embankment on top of a soft clay layer with a geogrid liner in between. The geogrid liner is considered to be fully bonded to both soil layers to prevent slip at the geogrid/soil interface.
Geogrid Embankment (no slip) (click to view PDF file of tutorial)
Topics Covered in this Tutorial
Shear strength reduction
Slope stability
Multiple materials
Liner support (Geogrid)
Graphing liner data
Geogrid reinforced embankment, geogrid modeled as a simple liner (no slip)