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

A. P. Gospodarikov; S. E. Mansurova; A. V. Montikov

Vol 156

Pages:

130-132

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Research article

Modern problems of geomechanics and geotechnology

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:

2004-09-09

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.

Господариков А.П., Мансурова С.Е., Монтиков А.В. Геомеханическое обоснование модели массива горных пород для анализа предельного состояния целиков // Записки Горного института. 2004. Т. 156 . С. 130-132.

Gospodarikov A.P., Mansurova S.E., Montikov A.V. Geomechanical justification of rock mass model for the analysis of the limit state of pillars // Journal of Mining Institute. 2004. Vol. 156 . p. 130-132.

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.

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

Abstract

References

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