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Civil Engineering
A foundation 2 m wide x 4 m long, carrying a uniform pressure of 150 kPa, is located at a depth of 1 m in a layer of clay 5 m thick for which the value of E, is 40 MPa. This layer is underlain by a second clay layer 8 m thick for which the value of E is 75 MPa. v₁ = 0.5. A hard stratum lies below the second layer. Determine the average immediate settlement under the foundation.

A foundation 2 m wide x 4 m long, carrying a uniform pressure of 150 kPa, is located at a depth of 1 m in a layer of clay 5 m thick for which the value of E, is 40 MPa. This layer is underlain by a second clay layer 8 m thick for which the value of E is 75 MPa. v₁ = 0.5. A hard stratum lies below the second layer. Determine the average immediate settlement under the foundation.

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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A foundation 2 m wide x 4 m long, carrying a uniform pressure of 150 kPa, is located at a depth of 1 m in a layer of clay 5 m thick for which the value of E, is 40 MPa. This layer is underlain by a second clay layer 8 m thick for which the value of E is 75 MPa. v₁ = 0.5. A hard stratum lies below the second layer. Determine the average immediate settlement under the foundation.
Transcribed Image Text:A foundation 2 m wide x 4 m long, carrying a uniform pressure of 150 kPa, is located at a depth of 1 m in a layer of clay 5 m thick for which the value of E, is 40 MPa. This layer is underlain by a second clay layer 8 m thick for which the value of E is 75 MPa. v₁ = 0.5. A hard stratum lies below the second layer. Determine the average immediate settlement under the foundation.
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