Substantiation of way unloading pillar in tectonically fractured massif
About authors
- 1 — Saint Petersburg State Mining Institute (Technical University)
- 2 — Saint Petersburg State Mining Institute (Technical University)
Abstract
Simulation-based finite element method of forming the features of the stress-strain state in pillar at the ore body downstream horizontal layers with a mined-out space. The obtained regularities of redistribution of stresses in pillar and surrounding rock massif are allowed to substantiate an effective way to reduce the bump hazard in mining operations.
References
- Поляков А.Н. Прогноз удароопасности горнотехнических ситуаций на перспективные глубины разработки // Горный журнал. 1993. № 4. С. 51-56.
- Расчетные методы в механике горных ударов и выбросов: Справочное пособие / И.М.Петухов, А.М.Линьков, В.С.Сидоров и др. / М.: Недра, 1992. 256 с.
Similar articles
The using of separating processes theory for prediction of granulometric composition after disintegration in cone inertial crusher
2011 A. V. Alikin
Development of the stowing material and testing of its mechanical properties
2011 M. N. Andreev, E. I. Boguslavskii
Forming and development of the regulation relationships instruments in the sphere of bowels use in Russia
2011 N. V. Sigitova
Methodology of rehabilitation move plants, animals in the development of draft comprehensive development area and its economic assessment
2011 A. O. Kharchenko