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Vol 148 No 1
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Research article
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On a numerical algorithm for solving nonlinear problems in geomechanics

A. P. Gospodarikov1
O. E. Karpukhina2
G. V. Ovcharenko3
About authors
  • 1 — Saint Petersburg Mining University
  • 2 — Saint Petersburg Mining University
  • 3 — Saint Petersburg Mining University
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Designing of mine workings, mining, construction of underground structures of various purposes at great depths and in difficult mining and geological conditions is closely connected with the task of defining the stress-strain state (SSS) of rock massifs.

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  1. Власов В.З. Балки, плиты и оболочки на упругом основании / В.З.Власов, Н.Н.Леонтьев. М.: ФМ, 1960. 491 с.
  2. Господариков А.П. Метод расчета нелинейных задач механики горных пород при подземной разработке пластовых месторождений / Санкт-Петербургский горный институт. СПб, 1999. 127 с.
  3. Зарецкий Г.Г. Определение реологических характеристик образцов калийной соли / Г.Г.Зарецкий, А.Г.Лопушняк, В.П.Терещенко // Технология подземной разработки калийных месторождений / Пермский пед. ин-т. Пермь, 1988. С. 39-44.
  4. Ильюшин А.А. Пластичность. М.-Л.: ОГИЗ, 1948. 376 с.
  5. Красносельский М.А. Приближенное решение операторных уравнений. М.: Наука, 1962. 456 с.
  6. Теория пластичности. М.: ИЛ, 1948. 352 с.

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