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9.11 A soil profile is shown in the following figure. A new footing will be placed on the ground and the average vertical stress increment at the midpoint of the clay layer due to the new footing will be Ao, = 25.5 kPa. Estimate the final primary consolidation settlement of the clay layer. Assume that the clay is normally consolidated. New footing 2.8 m Sand Ydry = 18.0 kN/m³ W.T. 4.2 m Sand Ywet = 18.6 kN/m³ Ywet = 18.2 kN/m³, e, = 0.82 LL = 44, PL = 20 3.0 m Clay Sand

9.11 A soil profile is shown in the following figure. A new footing will be placed on the ground and the average vertical stress increment at the midpoint of the clay layer due to the new footing will be Ao, = 25.5 kPa. Estimate the final primary consolidation settlement of the clay layer. Assume that the clay is normally consolidated. New footing 2.8 m Sand Ydry = 18.0 kN/m³ W.T. 4.2 m Sand Ywet = 18.6 kN/m³ Ywet = 18.2 kN/m³, e, = 0.82 LL = 44, PL = 20 3.0 m Clay Sand

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter8: Mat Foundations
Section: Chapter Questions
Problem 8.7P
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CEN 333 Geotechnical

9.11 A soil profile is shown in the following figure. A new footing will be placed on the ground and the average vertical stress increment at the midpoint of the clay layer due to the new footing will be Ao, = 25.5 kPa. Estimate the final primary consolidation settlement of the clay layer. Assume that the clay is normally consolidated. New footing 2.8 m Sand Ydry = 18.0 kN/m³ W.T. 4.2 m Sand Ywet = 18.6 kN/m³ Ywet = 18.2 kN/m³, e, = 0.82 LL = 44, PL = 20 3.0 m Clay Sand
Transcribed Image Text:9.11 A soil profile is shown in the following figure. A new footing will be placed on the ground and the average vertical stress increment at the midpoint of the clay layer due to the new footing will be Ao, = 25.5 kPa. Estimate the final primary consolidation settlement of the clay layer. Assume that the clay is normally consolidated. New footing 2.8 m Sand Ydry = 18.0 kN/m³ W.T. 4.2 m Sand Ywet = 18.6 kN/m³ Ywet = 18.2 kN/m³, e, = 0.82 LL = 44, PL = 20 3.0 m Clay Sand
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