|A rigid shallow foundation 1m x Im in plan is shown in the following figure. Calculate the elastic settlement at the center and corner of the foundation. Ao = 200 kN/m2 1 m 1 m X 1 m E, (kN/m²) + 8000 AMy = 0.3 + 6000 + 10,000 Rock (m). 2.
|A rigid shallow foundation 1m x Im in plan is shown in the following figure. Calculate the elastic settlement at the center and corner of the foundation. Ao = 200 kN/m2 1 m 1 m X 1 m E, (kN/m²) + 8000 AMy = 0.3 + 6000 + 10,000 Rock (m). 2.
Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.5P
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![|A rigid shallow foundation 1m x 1m in plan is shown in the following figure. Calculate the elastic
settlement at the center and corner of the foundation.
Ao = 200 kN/m2
1 m
1 m X 1 m
E, (kN/m?)
+ 8000
Hy = 0.3
+ 6000
3
10,000
Rock
(m).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F38203935-da29-4bca-9355-2a3c70f6d1d6%2F7316f781-8421-45e6-8a30-7bea93221e7a%2F24upj6_processed.png&w=3840&q=75)
Transcribed Image Text:|A rigid shallow foundation 1m x 1m in plan is shown in the following figure. Calculate the elastic
settlement at the center and corner of the foundation.
Ao = 200 kN/m2
1 m
1 m X 1 m
E, (kN/m?)
+ 8000
Hy = 0.3
+ 6000
3
10,000
Rock
(m).
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