Fig. 7.
Comparison of load coefficients derived from three different solutions: kinematic solution, extended Lancellotta's solution, and the FELA-based solution. A wall with different inclinations α and variable backfill inclination β is considered. The soil friction angle is ϕ = 30°, and the wall friction angle δ = 20° Refer to the image caption for details.

Comparison of load coefficients derived from three different solutions: kinematic solution, extended Lancellotta's solution, and the FELA-based solution. A wall with different inclinations α and variable backfill inclination β is considered. The soil friction angle is ϕ = 30°, and the wall friction angle δ = 20°

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