A retaining wall has a stem height 8.5m and width is 0.5m from top and 1.4 from below. The base is 7.0x1.5m. the toe is 1.8m and the heel is 3.8m. the backfill is inclined by 15o. Ɣ=18KN/m3 and Φ=25
Find if the given retaining wall is stable against sliding and overturning or not. Ɣ concrete = 24KN/m3. δ = 0.6 ɸ
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