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Vol 197
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The method of analysis stress-and-strain state оf a rock massif with regard to nonlinear character of straining process

A. P. Gospodarikov1
M. V. Maksimenko2
About authors
  • 1 — National Mineral Resources University (University of Mines)
  • 2 — National Mineral Resources University (University of Mines)
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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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  1. Баклашов И.В., Картозия Б.А., Шашенко А.Н., Борисов В.Н. Геомеханика: Учебник для вузов. М., 2004. Т.2.249 с.
  2. Вялов С.С. Реологические основы механики грунтов: Учеб. пособие. М., 1978. 447 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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