Effects of Geofoam Panels on Static Behavior of Cantilever Retaining Wall

Figure 3

Lateral earth pressure distribution on the cantilever retaining walls: (a, b, and c) yielding and nonyielding conditions without using geofoam and (d, e, and f) yielding condition by using EPS15. (a) H = 3 m. (b) H = 6 m. (c) H = 9 m. (d) H = 3 m. (e) H = 6 m. (f) H = 9 m.

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(f)