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)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.8P
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![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].
LETETEI
2L = 12 m
-8 m
-4m +3m+5m
5000 kN
Į
Layer 1
Layer 2
6 m
2B = 10 m
4 m
4 m
8m
Figure (1)
4000 kPa
8000 kPa
Eu
10,000 kPa
30,000 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2e81cc3e-5a51-45f9-bcbf-00800247b638%2F8a92d14a-129a-4fcc-86f9-4dd9733d26b0%2Fxoi9rgu_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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].
LETETEI
2L = 12 m
-8 m
-4m +3m+5m
5000 kN
Į
Layer 1
Layer 2
6 m
2B = 10 m
4 m
4 m
8m
Figure (1)
4000 kPa
8000 kPa
Eu
10,000 kPa
30,000 kPa
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