engineering recuitment APSC AE Civil 2020 Test Series Soil Mechanics and Foundation Engineering Bearing Capacity Shallow Foundation
Two circular footings of diameters D1 and D2 are resting on the surface of the same purely cohesive soil. The ratio of their gross ultimate bearing capacities is
1
\(\frac{{{D_1}}}{{{D_2}}}\)
2
1.0
3
\({\left( {\frac{{{D_1}}}{{{D_2}}}} \right)^2}\)
4
\(\frac{{{D_2}}}{{{D_1}}}\)