The method of analysis stress-and-strain state of a rock massif with regard to nonlinear character of straining process
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
- 2 — post-graduate student National Mineral Resources University (Mining University)
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.
Область исследования:
(Archived) Geotechnology issues
Funding:
None
References
- Vyalov S.S. Rheological fundamentals of soil mechanics: Training manual for building high schools. Moscow, 1978. 447 с.
- Geomechanics: Textbook for universities / I.V. Baklashov, B.A. Kartozia, A.N. Shashenko, V.N. Borisov. Moscow, 2004. Vol.2. 249 с.
- Gospodarikov A.P. Method of calculation of nonlinear problems of rock mechanics in underground mining of bedded deposits. Saint Petersburg, 1999. 129 с.
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