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
Improving the efficiency of construction of conjunctions of capital mine workings through the use of anchoring
2004 E. V. Kiteleva, V. V. Pershin
A century of life dedicated to the formation and development of domestic surveying (on the 100th anniversary of the birth of Ivan N. Ushakov)
2004 V. N. Gusev
Determining the area of a plot using the coordinates of additional points of its sides
2004 M. Ya. Bryn, A. V. Astapovich, A. I. Kondratev
Improvement of technological schemes of excavation areas in the development of high-gas-bearing coal seams at great depths
2004 A. V. Montikov, A. P. Gospodarikov, B. V. Bokii