A circular footing of diameter 2.5 m is located on clay soil at a depth of 2 m. ϕ = 27o, γt = 18 kN\m2 and unconfined compressive strength of soil are 120 kN\m2. Determine the gross safe bearing capacity of soil if FOS = 2.5.

ϕ   NC      Nq            N\(γ\)        
ϕ = 27°  36 11 6
ϕ = 18.76°  30 9 5
ϕ = 9°  25.5 7.8 4.3

1
1138.2kN\m2
2
1076.4kN\m2
3
802.2kN\m2
4
1940.4kN\m2

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