Shear Characteristics of the Interface between Recycled Concrete Aggregates and Various Geosynthetics

Figure 4

Reinforced materials for testing. (a) 25 mm polypropylene geogrid (PG). (b) 30 mm PG. (c) 35 mm PG. (d) 40 mm PG. (e) Warp-knitted polyester geogrid. (f) Fiberglass geogrid. (g) Geonet. (h) Woven geotextile.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)