Gold mining in the Johannesburg area commenced in the late nineteenth centu
ry. The early mines, now abandoned, were at shallow depth and their presenc
e may give rise to subsidence, Consequently, they impose limitations on dev
elopment in the old reef area which runs east to west through the city of J
ohannesburg, Indeed, the erection of buildings on the undermined land has b
een controlled by the Government Mining Engineer. These controls determined
whether or not building took place, as well as the permissible heights of
buildings in relation to the depth at which mining occurred. More recently,
however, due to the pressure on available space in the central business di
strict, the controls have been relaxed when development proposals have been
accompanied by sound methods of mine stabilization, The extent and amount
of subsidence which occurs varies, and can be difficult to predict, dependi
ng on the depth and height of the workings, the number of reefs worked, the
local dip, the presence of dykes and faults, the type and extent of any pa
cking, and the age of the stopes, Various types of subsidence have occurred
and include the development of sinkholes, and subsidence associated with c
avern development and stope closure. Several methods of mine stabilization
have been employed from dynamic compaction to concrete dip pillars to provi
de rigid in-stope support, to plugging stopes and grouting above the plug.
Some case histories are provided to illustrate the subsidence problem and h
ow it has been dealt with.