Two circular footings of diameter D1 and D2 are resting on the surface of the same purely cohesive soil. The ratio of their gross ultimate bearing capacities is
1
\(\frac{D_{2}}{D_{1}}\)
2
\(\frac{D_{1}}{D_{2}}\)
3
\(\left(\frac{D_{1}}{D_{2}}\right)^{2}\)
4
1.0