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A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m3 and φ = 30°. The backfill carries a uniformly distributed surcharge of 20.6 kN/m2. Verify the magnitude and point of application of the total active thrust per lineal metre of the wall.
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GIVE IN DETAIL THE TREATMENT OF TOP SURFACE OF EARTH FILLING..
Q. How to design Shape of guide bunds? Alignment of guide bunds converging on the upstream was considered by Bell, Spring and Gales to allow for the waterway obstructed by pier
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