DETERMINATION AND JUSTIFICATION OF THE INFLUENCE OF FALLING ROCK PRESSURE IN UNDERGROUND WORKINGS
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This article covers the nature of rock pressure formed in underground workings, its influence on the stability of workings, and the issues of determining calculation methods. The mechanism of dangerous processes, such as the deformation of rocks under the influence of gravitational and tectonic stresses, the collapse of ceilings, and the destruction of walls, is considered. The theoretical approaches proposed by M.M. Protodyakonov and P.M. Simbarevich in determining rock pressure, as well as the practical calculation formulas developed by VNIMI, are analyzed.
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