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.
| Mualliflar | 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 |
|---|---|
| Jurnal | Саноатда рақамли технологиялар |
| Nashr sanasi | 2025-12-25 |
| Jild | 3 |
| Son | 4 |
| Betlar | 114-118 |
| Til | O‘zbek |
| DOI | 10.70769/3030-3214.srt.3.4.2025.40 |
DOI: 10.70769/3030-3214.srt.3.4.2025.40 · Maqolaning asl sahifasi
Rock pressure, underground working, Protodyakonov hypothesis, Simbarevich method, rock deformation, support, geomechanical analysis, inclined working, horizontal working, stress state, stability, mining structures, Горное давление, подземная выработка, гипотеза Протодьяконова, метод Симбаревича, деформация горных пород, крепление, геомеханический анализ, наклонная выработка, горизонтальная выработка, напряженное состояние, устойчивость, горные выработки, Kon bosimi, yer osti lahimi, Protodyakonov gipotezasi, Simbarevich usuli, tog‘ jinslari deformatsiyasi, mustahkamlagich, geomexanik tahlil, qiya lahim, gorizontal lahim, kuchlanish holati, turg‘unlik, konchilik inshootlari
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