The method of analysis stress-and-strain state оf a rock massif with regard to nonlinear character of straining process
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (University of Mines)
- 2 — post-graduate student National Mineral Resources University (University of Mines)
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) Present-day problems of geomechanics, mining practice and innovation technologies in mining engineering
Funding:
None
References
- Baklashov I.V., Kart oziya B.A., Shashenko A.N., Borisov V.N. Geomechanics: Textbook for schools. Moscow, 2004. Vol.2. 249 p.
- Vyalov S.S. Rheological basics of soil mechanics: Textbook for technical schools. Moscow, 1978. 447 p.
- Gospodarikov A.P. The method of analysis of nonlinear problems of rock mechanics in underground mining of sheet deposits. Saint Petersburg, 1999. 129 p.
Similar articles
Tendencies in the change in physical and mechanical properties of the vendian clay formation (North Western edge of the Russian platform)
2012 V. G. Rumynin, A. M. Nikulenkov
PRediction of spatial stress-strain double-track tunnels Frunzensky radius Saint Petersburg underground
2012 A. G. Protosenya, I. K. Suprun
Engineering-geological and geoecological principals of development activities for geological environment protection at underground construction
2012 I. P. Ivanov
Strategic management оf small innovative enterprises created at the university for the implementation of the results of intellectual activity
2012 V. A. Knysh, Yu. S. Fedorova