The correct answer is (c) 80 kN/m^2
The explanation is: Given,
uniformly loaded circular area of radius a=10m
depth z=1000m
vertical pressure σz = 80 kN/m^2
The Boussinesq’s vertical pressure σz under a uniformly loaded circular area is given by,
\(σ_z=q\left[1-[\frac{1}{1+(\frac{a}{z})^2}]^\frac{3}{2}\right]\)
∴ \(80=q\left[1-[\frac{1}{1+(\frac{1000}{10})^2}]^\frac{3}{2}\right]\)
∴ q=80 kN/m^2.