Submit an Article
Become a reviewer
Vol 156
Download volume:

Geomechanical justification of rock mass model for the analysis of the limit state of pillars

A. P. Gospodarikov1
S. E. Mansurova2
A. V. Montikov3
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
Date submitted:
Date accepted:
Date published:


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.

Go to volume 156


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

Similar articles

Express assessment of functional depreciation of real estate objects
2004 V. G. Gorelikov, L. K. Gorshkov
Study of invariant properties of massif fracturing under conditions of homogeneous geological structure
2004 V. N. Gusev, A. S. Zarukin, A. N. Sheremet
Mathematical model of rock massif deformation and fracture
2004 A. G. Olovyannyi
Recommendations for investment feasibility studies in the design of geothermal power plants
2004 E. I. Boguslavskii
Parameter development of polymeric steel tie bolt of the field workings at the mine SUBR
2004 E. I. Mikulin, R. G. Minzaripov
Calculation of the parameters of artificial pillars in the ascending order of deposit mining
2004 D. Yu. Minaev, E. I. Boguslavskii