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 ―――

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Dry sand; e = 0.55 G, = 2.66 3 m Water table 15 m. Sand G, = 2.66 e = 0.48. 5 m Clay w = 34.78% G, = 2.74 D Rock Figure P2.12 2.13 For a normally consolidated clay layer, given: Thickness 3.7 m Void ratio = 0.82 Liquid limit 42 Average effective stress on the clay layer 110 kN/m2 How much consolidation settlement would the clay undergo if the average effective stress on the clay layer is increased to 155 kN/m2 as the result of the construction of a foundation?
300 kN/m². (7.4 Figure 7.33 shows a soil profile. The uniformly distributed load on the ground surface is Ac Estimate the primary consolidation settlement of the clay layer given these values: H₁ = 1.5 m, H₂ = 2 m, H3 = 2.5 m Sand: e = 0.62, G, = 2.62 Clay: e = 0.98, G, = 2.75, LL = 50 Ao 110 kN/m² - 7.5 Repeat Problem 7.4 with the following values: H₁ = 1.5 m, H₂ = 2 m, H3 = 2 m Sand: e = 0.55, G, = 2.67 - Clay:e = 1.1, G, = 2.73, LL = 45 Ao 120 kN/m² = Ao Sand Figure 7.33 II₁ IL Groundwater table Sand Clay Void ratio = e Normally consolidated Sand
a=1 b=5 c=5 d=0
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2.2 A consolidated-drained triaxial test was conducted on a normally consolidated clay. The results are: 03=140 kN/m? (Aga) f=104KN/m2 Please determine oi and 3.
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Refer to Figure below. Estimate the primary consolidation settlement in the clay layer. Given: Δσ = 150 kN/m2; H1 = 3 m; H2 = 4 m; and H3= 5 m. Soil characteristics are as follows: • Sand: γdry = 15 kN/m3, γsat = 19 kN/m3 • Clay: LL = 65; e = 0.65; γsat = 18 kN/m3; ; Cs =1/6cc σʹc = 200 kN/m2
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Problem 7.19 only.