11.3 Refer to Figure (11.22). Given: H₁ = 2.5 m, H₂ = 2.5 m, H3= 3 m, and Ao = 100 kN/m². Also, Sand: e 0.64, G, = 2.65 • Clay: e=0.9, G, = 2.75, LL= 55, C₁ = 0.405 Estimate the primary consolidation settlement of the clay layer assuming that it is normally consolidated. Ao Groundwater table Void ratio=e Sand Clay ―――

Structural Analysis
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Chapter2: Loads On Structures
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11.3 Refer to Figure (11.22). Given: H₁ = 2.5 m, H₂ = 2.5 m, H3 = 3 m, and
Ao = 100 kN/m². Also,
• Sand: e = 0.64, G₁ = 2.65
• Clay: e=0.9, Gs=2.75, LL-55, C = 0.405
Estimate the primary consolidation settlement of the clay layer assuming
that it is normally consolidated.
Ao
Groundwater table
H₂
Void ratio =
Sand Clay
+
Transcribed Image Text:11.3 Refer to Figure (11.22). Given: H₁ = 2.5 m, H₂ = 2.5 m, H3 = 3 m, and Ao = 100 kN/m². Also, • Sand: e = 0.64, G₁ = 2.65 • Clay: e=0.9, Gs=2.75, LL-55, C = 0.405 Estimate the primary consolidation settlement of the clay layer assuming that it is normally consolidated. Ao Groundwater table H₂ Void ratio = Sand Clay +
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