Determination of maximum roof spans in the intensive mining of flat-lying coal seams at the Kuzbass basin
About authors
- 1 — Saint Petersburg State Mining Institute (Technical University)
- 2 — Saint Petersburg State Mining Institute (Technical University)
- 3 — JSC «SUEK-Kuzbass»
Abstract
It was established the reciprocal interaction of longwall advance velocity, mining depth and main roof thickness per a pace of its subsidence; the proper graphs have been constructed.
References
- Орлов А.А. Крепление и управление кровлей в комплексно-механизированных забоях / А.А.Орлов, С.Г.Баранов, Б.К.Мышляев. М.: Недра, 1993. С.143-165.
- Баранов С.Г. Физическая модель взаимодействия мехкрепи с кровлей при активном управлении ею // Горное давление, горные удары и сдвижение массива; ВНИМИ. СПб, 1996. С.143-147.
Similar articles
Geobiological and hydrogeochemical impact on underground escalator tunnel constructions determining intensification of corrosion material processes in Saint Petersburg
2011 D. Yu. Vlasov, A. V. Shidlovskaya, O. Yu. Aleksandrova
Geomechanical analysis of underground pillar station with step by step excavation
2011 P. A. Demenkov, M. A. Karasev, D. A. Potemkin
Some approaches to evaluate the stability of underground structures subjected to dynamic loads from earthquakes
2011 E. R. Kovalskii, S. P. Mozer, O. V. Mikhailenko, S. A. Sidorenko
Determination of the front mining length for backfill mining method of complex structure carbon deposits by railway transport
2011 V. V. Ivanov