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
Funding:
None
Similar articles
Recommendations for investment feasibility studies in the design of geothermal power plants
2004 E. I. Boguslavskii
Developments of VNIMI for mine surveying services of mining industries
2004 G. P. Zhukov, E. V. Goncharov