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A masonry retaining wall is 1.5 m wide at the top, 3.5 m wide at the base and 6 m high. It is trapezoidal in section and has a vertical face on the earth side. The backfill is level with top. The unit weight of the fill is 16 kN/m3 for the top 3 m and 23 kN/m3 for the rest of the depth. The unit weight of masonary is 23 kN/m3. Verify the total lateral pressure on the wall per metre run and the maximum and minimum pressure intensities of normal pressure at the base. Suppose φ = 30° for both grades of soil.
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A raft, 9 m × 27 m, is founded at a depth of 3 m in sand with a value of N = 25 up to great depth. Verify the total load which the raft can support. If the raft is designed as
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