Саноатда рақамли технологиялар 3-jild 4-son (2025) · 114-118-betlar
DETERMINATION AND JUSTIFICATION OF THE INFLUENCE OF FALLING ROCK PRESSURE IN UNDERGROUND WORKINGS
Karimov, Yokub Latipovich, Latipov, Zukhriddin Yakubugli, Islamov, Mirjalol Alisherugli, Amirov, Ramz Rashidugli, Каримов, Ёкуб Латипович, Латипов, Зухриддин Ёкубугли, Исламов, Мирджалол Алишеругли, Амиров, Рамз Рашидугли, Karimov, Yoqub Latipovich, Latipov, Zuxriddin Yoqubo‘g‘li, Islomov, Mirjalol Alishero‘g‘li, Amirov, Ramz Rashido‘g‘li
Annotatsiya
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.
Rock pressureunderground workingProtodyakonov hypothesisSimbarevich methodrock deformationsupportgeomechanical analysisinclined workinghorizontal workingstress state
Metadata manbasi: jurnal OAI-PMH arxivi · Sindex toʻliq matnni saqlamaydi, manbaga havola beradi.