Electric self-potentials (SP) and strains were measured on the surface of a
pillar of the abandoned underground Meriel limestone quarry (France). The
time variations of strains and SP are interpreted in terms of crack instabi
lity. The dynamic mapping technique shows that the most intensive SP variat
ions, corresponding to maximum stress variations estimated from strain data
, occur in the vicinity of active crack tips or crack intersections. The lo
cation of these maxims changes with the stress distribution variations. The
synchronous stacking technique allows to detect:significant pressure varia
tions through electrodes installed in the fractured zone as well as through
outside electrodes close to the medium discontinuities (petrological bound
aries and pillar edges).