Effects of Geofoam Panels on Static Behavior of Cantilever Retaining Wall

Figure 6

Influence of geofoam density with the relative thickness of 0.05 H on the lateral displacements of soil: (a, b, and c) yielding retaining walls and (d, e, and f) nonyielding retaining walls. (a) H = 3 m. (b) H = 6 m. (c) H = 9 m. (d) H = 3 m. (e) H = 6 m. (f) H = 9 m.

(a)

(b)

(c)

(d)

(e)

(f)