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A 2 m wide continuous foundation is placed at 1 m depth within a 1.5 m thick sand layer that is underlain by a weaker clay layer. The soil properties are as follows: Upper sand layer: unit weight = 18.0 kN/m², p' = 38° Lower clay layer: unit weight = 19.0 kN/m³, undrained shear strength = 25 kN/m² Determine the maximum wall load that can be allowed on %3D the foundation with FS = 3.

A 2 m wide continuous foundation is placed at 1 m depth within a 1.5 m thick sand layer that is underlain by a weaker clay layer. The soil properties are as follows: Upper sand layer: unit weight = 18.0 kN/m², p' = 38° Lower clay layer: unit weight = 19.0 kN/m³, undrained shear strength = 25 kN/m² Determine the maximum wall load that can be allowed on %3D the foundation with FS = 3.

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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Principles Of Foundation Engineering 9e 9th Edition, Das

Ch7 problem 7.8

A 2 m wide continuous foundation is placed at 1 m depth ithin a 1.5 m thick sand layer that is underlain by a weaker 7.8 clay layer. The soil properties are as follows: 7. Upper sand layer: unit weight = 18.0 kN/m³, b' = 38° Lower clay layer: unit weight = 19.0 kN/m2, undrained shear strength = 25 kN/m2 Determine the maximum wall load that can be allowed on %3D the foundation with FS = 3.
Transcribed Image Text:A 2 m wide continuous foundation is placed at 1 m depth ithin a 1.5 m thick sand layer that is underlain by a weaker 7.8 clay layer. The soil properties are as follows: 7. Upper sand layer: unit weight = 18.0 kN/m³, b' = 38° Lower clay layer: unit weight = 19.0 kN/m2, undrained shear strength = 25 kN/m2 Determine the maximum wall load that can be allowed on %3D the foundation with FS = 3.
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