Q-1) Determine the immediate settlement of the foundation shown in Figure (1). The undrained elastic modulus varies with depth, as shown in the figure, and v₁ = 0.45. [Answer = 26 mm]. EEE. 3 m + 3 3 m 4 m + -2L = 12 m 7 |--4 m+ 3 m+₁5 m. 5000 kN Layer 1 8m Layer 2 6 m 2B = 10 m 4 m 4 m 8m Figure (1) 4000 kPa 8000 kPa E₁ 10,000 kPa 30,000 kPa

Q-1) Determine the immediate settlement of the foundation shown in Figure (1). The undrained elastic modulus varies with depth, as shown in the figure, and v₁ = 0.45. [Answer = 26 mm]. EEE. 3 m + 3 3 m 4 m + -2L = 12 m 7 |--4 m+ 3 m+₁5 m. 5000 kN Layer 1 8m Layer 2 6 m 2B = 10 m 4 m 4 m 8m Figure (1) 4000 kPa 8000 kPa E₁ 10,000 kPa 30,000 kPa

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 9.7P

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