Three-dimensional finite element analysis of an undermined shaft at the Hustas mine, Turkey

"Pillars left to ensure the stability of major underground coal mine infrastructure (shafts, drifts) often contain substantial quantities of coal. Recovery of this coal is an efficient use of the resource, but often presents safety hazards; pillar extraction destabilizes the protected structure, and can make its use dangerous. In this study, the stability of an active shaft at an underground coal mine situated in the Soma- Manisa region of Turkey was investigated during the recovery of the coal in the shaft safety pillar.A proprietary three-dimensional finite element analysis model (ANSYS) was used. An elastic-plastic material model utilizing the Drucker-Prager failure criterion was employed. The three-dimensional Drucker-Prager formulation was preferred over the two-dimensional Mohr-Coulomb model because it was thought to more accurately represent the strain hardening behaviour shown by most geologic materials.Stresses and deformations formed around the shaft support were estimated using the model and the results were verified by in situ observations. The results show that stress distributions around the shaft and the subsidence of the shaft support are influenced by the location location of the extraction front and the break angle of the overlying material."