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, G_s= 2.65
Clay: e = 0.9, G_s= 2.75, LL = 55
Estimate the primary consolidation settlement of the clay layer assuming that it is normally consolidated.

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Principles Of Geotechnical Engineering

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Authors: Braja M. Das

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Question Posted: Jul 05, 2022 04:45 AM

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Refer to Figure 12.42. Given: H 1 = 2.5 m, H 2 = 2.5 m, H 3

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TEL→—— FIGURE 12.42 Δεν Sand Clay Groundwater table Void ratio = e

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