Refer to the retaining wall shown in Figure 15.22. Given = 10 , =

Refer to the retaining wall shown in Figure 15.22. Given θ = 10^ο, α = 0, γ = 19.2 kN/m³, ϕ' = 35^ο, δ' = 21^ο, and H = 6 m. Estimate the passive force, Pp, per unit length of the wall using Zhu and Qian’s (2000) method of triangular slices.

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H Granular backfill Y $' c' = 0 8' C