Permafrost Mine Stability

Thermal (Stefan-front) model of a frozen-ground mine opening
Frozen rock Thawed halo Opening lining Thaw front (Stefan boundary)

Controls

Heat load (equipment, blasting, ventilation air)
Insulation / thermosyphon liner thickness
Groundwater inflow
Simulation speed

Readouts

Elapsed time0 yr
Thaw front radius1.50 m
Wall temperature−6.0 °C
Support factor of safety2.40

The thaw front grows outward from the tunnel wall following a simplified cylindrical Stefan condition: the rate of advance is proportional to the net heat flux entering the frozen ground and inversely proportional to the current front radius (heat spreads over a larger circumference as the halo widens, so growth slows even under constant load). Net heat = heat load minus the fraction blocked by insulation, plus an advective term from groundwater flow, minus the rock's passive freezing capacity. When net heat drops below zero the front can recede (refreeze) back toward the lining. Support factor of safety falls as the thawed halo widens, since thawed ground carries far less strength than ice-bonded rock.