Let say we obtain $\epsilon_{11} = S_{1111}\sigma_{11}$, for a single stress in a 11 direction, meaning that $E=\dfrac{1}{S_{1111}}$.
Due to high isotropy of material the Poisson ratio is constant. This means that $\epsilon_{2}=S_{2211}\sigma_1 = S_{1122}\sigma_1$
$\epsilon_{2}=-v\epsilon_1$
hence $-v\epsilon_{1}=S_{1122}\sigma_1$
$\epsilon_1=\dfrac{1}{E} (\sigma_1-v(\sigma_2+\sigma_3))$
$\epsilon_2=\dfrac{1}{E} (\sigma_2-v(\sigma_1+\sigma_3))$
$\epsilon_3=\dfrac{1}{E} (\sigma_3-v(\sigma_1+\sigma_2))$
And then its written, that since the elastic response is so symmetrically constrained, the principal strains are parallel to principal stresses