To mitigate the blast-induced ground vibrations, we proposed a new methodology quite different from conventional methods which do not take into account the mechanics of seismic waves. Contrary to conventional methods, the proposed methodology does not consider any blast-parameters such as explosive types and amounts, blast-geometry, blast-hole design, hole-depth/diameter, etc., except time-delays. The methodology aims to employ the most suitable time-delays among blast-hole groupings to minimize destructive interference of the surface waves at the location of blast-induced vibrations. The crucial point of the proposed methodology is the use of a pilot-blast signal which takes account of the seismic properties of all complex geology between the blast and the target locations. Therefore, it does not require any geological model or assumption. The methodology has been implemented at a Turkish Coal Company's Lignite Mine. Blasting induced ground vibrations at this mine could be minimized to a ratio of 1/8. (C) 2008 Elsevier B.V. All rights reserved.