Estimation of pearameters of stress-and-strain state of rock mass in vicinity of a transport excavation
About authors
- 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 3 — student National Mineral Resources University (Mining University)
Abstract
An example of application of finite element method in rock mechanics is presented. Parameters of stress-and-strain state of rocks in vicinity of a shallow transport excavation are estimated. Some results of numerical modeling are presented.
Область исследования:
(Archived) Topical issues in mining of ore and nonmetallic minerals
References
- Baklashov I.V. Deformations and failure of rock masses. Moscow, 1988.
- Mozer S.P., Kurtukov E.B. Rock mechanics: basic physics and mechanism of occurrence of geomechanical processes in underground mining. Saint Petersburg, 2009.
Similar articles
Chemical consolidation of friable sandstones in operating wells of an underground gas storage
2013 D. S. Tananykhin, A. V. Petukhov, A. M. Shagiakhmetov
Rock displacements in the vicinity of the face of the unsupported excavation
2013 E. R. Kovalsky, S. P. Mozer, M. A. Karasev, N. I. Kosukhin
Hydrocarbon exploration costs accounting (international practices)
2013 D. A. Yakupova, T. A. Tarabarinova
Ecological condition of geological space of Saint Petersburg at building high-rise objection
2013 N. M. Rozum