A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where y 19.0 kN/m3, c" 5.0 kN/m2, and φ'= 23°. The foundation depth is 1.5 m. Determine the factor of safety of this foundation using Eq. (6.28). 6.6

A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where y 19.0 kN/m3, c" 5.0 kN/m2, and φ'= 23°. The foundation depth is 1.5 m. Determine the factor of safety of this foundation using Eq. (6.28). 6.6

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...

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subject : Geotechnical Design

Book : PRINCIPLE OF FOUNDATION ENGINEERING

A 2.0 m wide continuous foundation carries a wall load of
350 kN/m in a clayey soil where y 19.0 kN/m3, c"
5.0 kN/m2, and φ'= 23°. The foundation depth is 1.5 m.
Determine the factor of safety of this foundation using
Eq. (6.28).
6.6

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