Choice of the Arch Yielding Support for the Preparatory Roadway Located near the Fault

The article presents a method of selecting an arch yielding support for preparatory workings driven in a hard coal seam. Particular attention was paid to discontinuous deformation in the form of a fault, which significantly contributes to the change of the excavation protection schemes. On the basis of the geometry of the machines and devices in the designed excavation, the support was selected, which was then checked for the ventilation criterion. In the next stage, analytical calculations were carried out using the determined spacing of the steel support in the fault zone and the area outside of it. Additionally, using the RS3 numerical software based on the finite element method, a rock mass model with a fault was built, through which the preparatory excavation passes. The aim of the research was to determine the total displacements occurring in the fault crossing zone for the excavation without support and with the use of steel arch yielding and with additional reinforcement in the form of straight segments. In conclusion, it was found that the variants of the excavation reinforcement can be modeled and selected in advance, which allows for the fastest possible execution of the driving and the maintenance of the minimum movement dimensions while passing through the fault.

Automated summary

The article presents a method for selecting arch yielding support for preparatory workings driven in a hard coal seam. The impact of fault-induced discontinuous deformation on excavation protection schemes is investigated. Analytical calculations and numerical simulations are conducted to determine the displacements and reinforcement options in the fault zone. The research findings demonstrate the feasibility of pre-selecting reinforcement strategies to minimize movement dimensions during excavation.