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Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df-1.5 m, H=10 m, e- 0.8, Gs-2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level.

Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df-1.5 m, H=10 m, e- 0.8, Gs-2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level.

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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4- Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df=1.5 m, H=10 m, e= 0.8, Gs=2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level. 6m mat Foundation BXL Aσ Rock D Soil H, = Poisson's ratio E,= modulus of elasticity H
Transcribed Image Text:4- Considering the soil to be a uniform clay layer, estimate the primary consolidation settlement due to the foundation load, Given: P-200 kN, B-4 m, L=4m, Df=1.5 m, H=10 m, e= 0.8, Gs=2.72 and LL-42. Assume that the clay is normally consolidated, and the groundwater table is at the foundation level. 6m mat Foundation BXL Aσ Rock D Soil H, = Poisson's ratio E,= modulus of elasticity H
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