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.
References
- Борисов А.А. Механика горных пород и массивов. М.: Недра, 1980. 360 с.
- Власов В.З. Балки, плиты и оболочки на упругом основании / В.3.Власов, Н.Н.Леонтьев. М.: Физматгиз, 1960. 491 с.
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