Figure P17.1 shows a gravity retaining wall retaining a granular (c' = 0) backfill. The same soil is present at the bott

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Figure P17 1 Shows A Gravity Retaining Wall Retaining A Granular C 0 Backfill The Same Soil Is Present At The Bott 1 (57.42 KiB) Viewed 54 times

Figure P17.1 shows a gravity retaining wall retaining a granular (c' = 0) backfill. The same soil is present at the bottom of the wall and on the left. The unit weight and the friction angle of the backfill are 18.5kN/m³ and 35, respectively. The unit weight of the concrete is 24.0kN/m³ and 8' 5.0 m factors of safety with respect to overturning, sliding, and bearing capacity failure. 1.0 m = FIGURE P17.1 2 o'. Determine the 3 0.5 m -1.5 m-2.0 m 15