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Estimate the primary consolidation settlement in the clay layer. Given: Ao = 100 kN/m²; H, = 4.0 m; H, =5.5 m; and H, = 9.5 %3D m. Soil characteristics are as Sand, e = 0.60; G¸ = 2.55 Clay, LL= 60; e = 0.85; G = 2.65; o = 200 kN/m², C, = 0.2 C. Is there any difference if o= zero? Explain your result %3! Sand Clay ミーーミーーム

Estimate the primary consolidation settlement in the clay layer. Given: Ao = 100 kN/m²; H, = 4.0 m; H, =5.5 m; and H, = 9.5 %3D m. Soil characteristics are as Sand, e = 0.60; G¸ = 2.55 Clay, LL= 60; e = 0.85; G = 2.65; o = 200 kN/m², C, = 0.2 C. Is there any difference if o= zero? Explain your result %3! Sand Clay ミーーミーーム

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Estimate the primary consolidation settlement in the claylayer.

Given: Δσ = 100 kN/m2; H1 = 4.0 m; H2 =5.5 m; and H3 = 9.5m. Soil characteristics are as

Sand, e = 0.60; Gs = 2.55

Clay,  LL = 60;  e = 0.85;   Gs = 2.65;   σ'c = 200 kN/m2, Cs = 0.2 Cc

Is there any difference if σ'c = zero

Estimate the primary consolidation settlement in the clay layer. Given: Ao = 100 kN/m²; H, = 4.0 m; H, =5.5 m; and H, = 9.5 %3D m. Soil characteristics are as Sand, e = 0.60; G¸ = 2.55 Clay, LL= 60; e = 0.85; G = 2.65; o = 200 kN/m², C, = 0.2 C. Is there any difference if o= zero? Explain your result %3! Sand Clay ミーーミーーム
Transcribed Image Text:Estimate the primary consolidation settlement in the clay layer. Given: Ao = 100 kN/m²; H, = 4.0 m; H, =5.5 m; and H, = 9.5 %3D m. Soil characteristics are as Sand, e = 0.60; G¸ = 2.55 Clay, LL= 60; e = 0.85; G = 2.65; o = 200 kN/m², C, = 0.2 C. Is there any difference if o= zero? Explain your result %3! Sand Clay ミーーミーーム
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