Refer to Figure 12.42. Given: H 1 = 5 ft, H 2 = 7 ft, H 3

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Refer to Figure 12.42. Given: H1 = 5 ft, H= 7 ft, H3 = 6 ft, and Δσ = 3000 lb/ft2. Also,
Clay: e = 1.1, Gs = 2.72, LL = 45
Sand: e = 0.58, G= 2.65

Estimate the primary consolidation settlement if the preconsolidation pressure is 3500 lb/ft2. Assume

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