Question 3 Refer to Figure Q3. Estimate the primary consolidation settlement in the clay layer. Given: Ao = 85 kN/m²; H, = 2 m; H2 = 4 m; and H3 = 6 m. Soil characteristics are as follows (use appropriate relations from the Appendix): Sand: e = 0.65; G = 2.66 kN Clay: LL = 54; e = 0.98; Gs = 2.74; o = 150; C, = Cc %3D m² Ao H Sand Groundwater table Sand H2 Clay Void ratio = e H3 Normally consolidated Sand Figure Q3

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Refer to Figure Q3. Estimate the primary consolidation settlement in the clay layer.

Given:

Δ? = 85 ??/?2

?1 = 2 ?

?2 = 4 ?

?3 = 6 ?.

Soil characteristics are as follows (use appropriate relations):
• Sand: ? = 0.65; ?? = 2.66
• Clay: ?? = 54;? = 0.98; ?? = 2.74; ?'c = 150 ??/?2; ?? = 1/6 ?c

Question 3
Refer to Figure Q3. Estimate the primary consolidation settlement in the clay layer.
Given: Ao = 85 kN/m²; H, = 2 m; H2 = 4 m; and H3 = 6 m.
Soil characteristics are as follows (use appropriate relations from the Appendix):
Sand: e = 0.65; G = 2.66
kN
Clay: LL = 54; e = 0.98; Gs = 2.74; o = 150; C, =
%3D
m2
Ao
H
Sand
Groundwater table
Sand
H2
Clay
Void ratio = e
H3
Normally consolidated
Sand
Figure Q3
Transcribed Image Text:Question 3 Refer to Figure Q3. Estimate the primary consolidation settlement in the clay layer. Given: Ao = 85 kN/m²; H, = 2 m; H2 = 4 m; and H3 = 6 m. Soil characteristics are as follows (use appropriate relations from the Appendix): Sand: e = 0.65; G = 2.66 kN Clay: LL = 54; e = 0.98; Gs = 2.74; o = 150; C, = %3D m2 Ao H Sand Groundwater table Sand H2 Clay Void ratio = e H3 Normally consolidated Sand Figure Q3
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