Geomechanical justification of rock mass model for the analysis of the limit state of pillars
About authors
- 1 — G.V. Plekhanov Saint Petersburg Mining University
- 2 — G.V. Plekhanov Saint Petersburg Mining University
- 3 — G.V. Plekhanov Saint Petersburg Mining University
Abstract
An algorithm for selecting a mathematical model of the rock massif is presented. The finite difference method is used as a numerical solution method. The case of nonlinear rock deformation process is considered.
Область исследования:
(Archived) Modern problems of geomechanics and geotechnology
Similar articles
Calculation of thermal stresses in the ground mass around the chamber, where the temperature is maintained by radioactive decay
2004 A. G. Protosenya, A. K. Chernikov, G. N. Zhurov
Regularities of the formation of the vault displacement during layered mining of ore deposits
2004 D. A. Potemkin
Mathematical modeling of the action of explosive stress waves on mine workings
2004 V. V. Karpenko, A. V. Karpenko, G. A. Kolton