This payer analyses the pillar and roof design in Estonia's oil shale
mines, whew the roof-and-pillar mining is used. Numerical modeling was
performed by the FLAC-program, using Mohr-Coulomb's failure criterion
, average strength and elasticity parameters. The methodology for rock
mechanics modeling in data limited conditions was exploited Analysis
showed that the roof calculation method includes very large factor of
safety. Tributary area method was used for pillar design. If is recomm
ended to use a monitoring system for estimation the stability of a min
ing block. Performed analysis and recommendations enable to improve th
e underground design qualify in Estonia's oil shale mines.