1.6 Refer to Figure 11.43. Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load. Given: P = 150 kN; B = 3 m; L = 3 m; D; = 1.5 m; H = 8 m; e = 0.7; G, = 2.72; and LL = 42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level. Use Ao = BL

1.6 Refer to Figure 11.43. Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load. Given: P = 150 kN; B = 3 m; L = 3 m; D; = 1.5 m; H = 8 m; e = 0.7; G, = 2.72; and LL = 42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level. Use Ao = BL

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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11.6 and 11.7

11.6 Refer to Figure 11.43. Considering the soil to be a uniform clay layer, estimate
the primary consolidation settlement due to the foundation load. Given:
P = 150 kN; B = 3 m; L = 3 m; D; = 1.5 m; H = 8 m; e = 0.7; G, = 2.72; and
LL = 42. Assume that the clay is normally consolidated, and the groundwater
P
table is at the foundation level. Use Ao =-
BL
11.7 Redo Problem 11.6 using the weighted average method [Eq. (11.68)] to calculate
the stress increase in the clay layer.

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