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, H2 = 7 ft, H3 = 6 ft, and Δσ = 3000 lb/ft2. Also,
Clay: e = 1.1, Gs = 2.72, LL = 45
Sand: e = 0.58, Gs = 2.65
Estimate the primary consolidation settlement if the preconsolidation pressure is 3500 lb/ft2. Assume
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Calculations 3000 constant and fx logx hence 30...View the full answer
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