Correct Answer - Option 3 : 5.7
Explanation:
The ultimate bearing capacity of any soil is given as
Q = CNc + qNq + ½ BγNγ
Effect of type of soil:
(i) For purely cohesive soil (Clay)
ϕ = 0 and C > 0
Hence, Nc = 5.7, Nq = 1 and Nγ = 0
Equation of bearing capacity for cohesive soil reduced to, Qu = 5.7C + q
(ii) For a Non-cohesive soil, C = 0 and ϕ > 0°
Equation of bearing capacity for Non-cohesive soil reduced to, Qu = qNq + ½ BγNγ