Right choice is (a) \(l=\{\frac{eh^3}{12(1-μ^2 ) k_s}\}^\frac{1}{4}\)
To elaborate: The radius of relative stiffness is given by the characteristic equation of,
\(l=\{\frac{eh^3}{12(1-μ^2 ) k_s}\}^\frac{1}{4},\)
where, l=radius of relative stiffness
E=elasticity modulus
h=thickness of pavement
μ=Poisson’s ratio
ks=modulus of sub-grade reaction.