railway RRB JE (CBT I + CBT II) Mock Test 2024 Soil Mechanics and Foundation Engineering Bearing Capacity
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