The Shear-Wave Experiment at Atomic Energy of Canada Limited's Underground
Research Laboratory was probably the first controlled-source shear-wave sur
vey in a mine environment. Taking place in conjunction with the excavation
of the Mine-by test tunnel at 420 m depth, the shear-wave experiment was de
signed to measure the in situ anisotropy of the rockmass and to use shear w
aves to observe excavation effects using the greatest variety of raypath di
rections of any in situ shear-wave survey to date. Inversion of the shear-w
ave polarizations shows that the anisotropy of the in situ rockmass is cons
istent with hexagonal symmetry with an approximate fabric orientation of st
rike 023 degrees and dip 35 degrees. The in situ anisotropy is probably due
to microcracks with orientations governed by the in situ stress field and
to mineral alignment within the weak gneissic layering. However, there is n
o unique interpretation as to the cause of the in situ anisotropy as the fa
bric orientation agrees approximately with both the orientation expected fr
om extensive-dilatancy anisotropy and that of the gneissic layering. Eight
raypaths with shear waves propagating wholly or almost wholly through grano
diorite, rather than granite, do not show the expected shear-wave splitting
and indicate a lower in situ anisotropy, which may be due to the finer gra
in size and/or the absence of gneissic layering within the granodiorite. Th
ese results suggest that shear waves may be used to determine crack and min
eral orientations and for remote monitoring of a rockmass. This has potenti
al applications in mining and waste monitoring.