Fig. 11

Stress distribution of floor under the horst structure condition. Compared with that under normal mining conditions, in the horizontal direction, the horizontal stress increases by approximately 20%, the tensile stress area of the goaf decreases, and the pressure ball caused by the floor pressure presents a symmetrical distribution. The shear stress on the small-dip fault side decreases, whereas the shear stress on the cell side of the large-dip fault increases under the horst structure condition.