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.
Область исследования:
(Archived) Geomechanics, geodesy, mine surveying and cadastre
Funding:
None
Similar articles
Simulation of swinging movement autoresonant electric drive with nonsymmetric excitation
2011 A. N. Fomenko
Mathematical modelling of roastng of calc- nepheline and cement mixture in tubular rotary kilns
2011 O. V. Titov