Abstract
The necessity of further development or improvement of protective equipment based on the use of ordinary rock with special design features for effective maintenance of preparatory workings behind stoping face during underground coal mining in the conditions of mines in the Ukrainian Donbass is justified. The mechanism of formation of load-bearing rock structures is considered, as well as the factors that affect their stability are analyzed, and the most influential of them are identified. To establish the rational parameters of these structures, analytical studies were carried out to study the features of load transfer in rock structures. For this purpose, analytical models were proposed for composing equations for the boundary equilibrium of elementary volumes over the height and width of a rock embankment with lateral resistance. The solution of differential equations made it possible to establish analytical dependences of stresses in the rock structure on the main factors affecting: the value of the load on the structure, its height and width, the angle of internal friction of the embedded material and its volume density. It is established that stresses decrease exponentially in the height and width of ordinary rock structures. The established regularities make it possible to determine the amount of required resistance to the side walls to ensure the stability of rock structures, taking into account the main influencing factors.
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