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A retaining wall, 4.5 m high, retains a soil with c = 2 N/cm2, φ = 30° and g = 20 kN/m3, with horizontal surface level with the top of the wall. The backfill carries a surcharge of 20 kN/m2.
Calculate the total passive earth resistance on the wall and its point of application.
The thiclcness of the normally consolidated soft clay layer is 6 m. The natural water content is 31 percent. The specific gravity of the soil being 2.68 with a liquid limit of 4
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