Correct Answer - Option 4 : Is independent of both, depth and width of footing
Explanation:
The ultimate bearing capacity of any soil is given as
Q = CNc + qNq + ½ BγNγ
Note:
For purely cohesive soil (Clay)
ϕ = 0, Nc = 5.7, Nq = 1, Nγ = 0
Ultimate bearing capacity, Qu = 5.7C + q
Net ultimate bearing capacity, Qnu = Qu - q = 5.7C
Net ultimate bearing capacity of a foundation placed on purely cohesive soil is independent of width and depth of footing (as Nγ = 0).
Net ultimate bearing capacity is nearly unaffected by the rise of the water table to ground level (GL).