A unified method is proposed for screening the ground-transmitted vibr
ations generated by machine foundations. The method is based on the so
lid-state phenomenon of Bragg resonance, which leads to the fact that
periodic shallow trenches are capable of reflecting a considerable amo
unt of wave energy if they are carefully designed to have a tuned peri
odicity with the propagating modes. The method of multiple scales is u
sed to derive the coupled-mode equations, describing the interaction o
f propagating waves with the tuned periodic trenches. Reflection coeff
icients are calculated to evaluate the effectiveness of the trenches i
n reducing wave amplitudes.