The correct choice is (c) \(τ_{rz}=\frac{3Qr}{2πz^3} \left[\frac{1}{1+(\frac{r}{z})^2} \right]^{\frac{5}{2}}\)
For explanation I would say: Boussinesq showed that the polar radial stress is given by,
\(σ_R=\frac{3Q}{2π} \frac{cosβ}{R^2}\)
Boussinesq’s tangential stress σz is given by,
\(τ_{rz}=\frac{1}{2} σ_R sin2β\)
∴ \(τ_{rz}=\frac{3Qr}{2πz^3} \left[\frac{1}{1+(\frac{r}{z})^2} \right]^{5/2} \) where, τrz is the tangential stress
Q is the point load acting at the ground surface
r is the radial horizontal distance
z is the vertical distance.