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Vol 205
Pages:
60
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RUS

The method of analysis stress-and-strain state of a rock massif with regard to nonlinear character of straining process

Authors:
A. P. Gospodarikova1
M. V. Maksimenko2
About authors
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
Date submitted:
2012-12-12
Date accepted:
2013-02-23
Date published:
2013-06-01

Abstract

The nonlinear problem of analysis of the stress-and-strain state of rock massif is discussed. The numerical algorithm analysis of the stress-strain state of a massif, which includes a set of computational methods, is suggested.

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References

  1. Вялов С.С. Реологические основы механики грунтов: Учеб. пособие. М., 1978. 447 с.
  2. Геомеханика: Учебник для вузов / И.В.Баклашов, Б.А.Картозия, А.Н.Шашенко, В.Н.Борисов. М., 2004. Т.2. 249 с.
  3. Господариков А.П. Метод расчета нелинейных задач механики горных пород при подземной разработке пластовых месторождений. СПб, 1999. 129 с.

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