A highly explosive source is input in an elastic-brittle rock mass and
the resulting near-source complexities are considered. This study is
undertaken with a three-dimensional numerical model similar to the dis
crete element method. This model can simulate the creation of the dama
ge zone with the associated block motions as well as the elastic wave
propagation. Free-field ground motion data are recorded to determine t
he reduced displacement potential (RDP). In a fully elastic numerical
model, as expected, the RDP computation corresponds to the analytical
one-dimensional problem of a spherically symmetric explosive source ac
ting in a homogeneous elastic medium. When fracturing occurs, during t
he creation of the damage zone, block motions are observed, and the RD
P computations are affected. For an ideal system which conserves energ
y, the potential elastic energy is converted to kinetic energy during
the fracturing process resulting in an apparent RDP which is larger th
an in the homogeneous elastic case. This three-dimensional approach is
undeniably advantageous where a global description of the heterogenou
s effects of block motions and the continuous aspects of wave propagat
ion are considered simultaneously.