Analysis of the Elastic-Plastic Theoretical Model of the Pull-Out Interface between Geosynthetics and Tailings

Figure 10

Comparison between the pull-out test results and model-predicted results of geogrids under different normal stresses: (a) 10 kPa; (b) 20 kPa; (c) 30 kPa; and (d) 40 kPa.

(a)

(b)

(c)

(d)