The correct option is D is independent of both the width and the depth of the footing
(d) As per Terzaghi's bearing capacity equation,
qult=cNc+γDfNq+0.5γBNγ
For a purely cohensive soil Nq=1 and Nγ=0
∴ qult=cNc+γDf
But qnet.ult=qult−γDf
⇒ qnet.ult=cNc+γDf−γDf
⇒qnet,ult=cNc