Effects of Geofoam Panels on Static Behavior of Cantilever Retaining Wall

Figure 10

Effect of trapezoidal geofoam panel and one rectangular geofoam panel with the relative thickness of 0.4 H on (a, b, and c) lateral displacements of soil and (d, e, and f) distribution of forces on 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.

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