The performance of an underground excavation at the Lucky Friday Mine
that was subjected to repetitive episodes of mining-induced seismic ac
tivities is assessed. Field measurements indicate that an underground
excavation may respond to mining-induced seismicity with step changes
in displacement of the rock mass around the excavation or step changes
in excavation closures. However, step changes in displacement or clos
ure were also observed without the presence of mine seismic events. Th
is behavior may be explained using the concept of stick-slip on joints
or bedding planes within the rock mass. The stick-slip mechanism is b
elieved to be controlled by the state of stresses at a joint or beddin
g plane. Through this mechanism, joint displacement is accumulated in
a progressive fashion leading to a weakening of rock mass around an ex
cavation. As a result, the excavation becomes less stable and therefor
e is more susceptible to seismic impacts. The concept of using peak pa
rticle velocity to assess damage threshold for underground excavations
may not be conservative when considering the effect of rock mass fati
gue.