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Vol 156
Pages:
130-132
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Geomechanical justification of rock mass model for the analysis of the limit state of pillars

Authors:
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:
2003-06-10
Date accepted:
2003-07-12
Date published:
2004-01-01

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.

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References

  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.

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