Refer to Figure 12.42. Given: H 1 = 2.5 m, H 2 = 2.5 m, H 3
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Refer to Figure 12.42. Given: H1 = 2.5 m, H2 = 2.5 m,
H3 = 3m, and Δσ = 100 kN/m2. Also,
Sand: e = 0.64, Gs = 2.65
Clay: e = 0.9, Gs = 2.75, LL = 55
Estimate the primary consolidation settlement of the clay layer assuming that it is normally consolidated.
Transcribed Image Text:
TEL→—— FIGURE 12.42 Δεν Sand Clay Groundwater table Void ratio = e
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