The correct option is (c) \(F_B=\frac{3}{2} \frac{1}{(1+(\frac{z}{a})^2)^\frac{1}{2}}\)
To explain: The Boussinesq settlement factor is given by equation,
\(F_B=\frac{3}{2} \frac{1}{(1+(\frac{z}{a})^2)^\frac{1}{2}},\)
where, FB= Boussinesq settlement factor
z=depth of point
a=radius of the loaded area.