Geomechanical substantiation of stability of the tunnel’s face which situated in the proterozoic clay’s
About authors
- 1 — Ph.D., Dr.Sci. professor Saint Petersburg State Mining University
- 2 — student Saint Petersburg State Mining University
Abstract
In this learned article the analysis of the volume stress-strain condition of the soils in the tunnel’s face in the cases of different repulses of support lining with applying of a finite-elements method is adduced. The graphic relations of stresses and displacements of the soils is developed and with respect to these relations the influence of the magnitude of repulse of support lining at the volume stress-strain condition of the soil massif is defined.
Область исследования:
(Archived) Topical issues in mining of ore and nonmetallic minerals
References
- Protosenya A.G., Lebedev M.O. The definition of the tasks in the field of definition of stress condition near the minings // The stability and mounting of the minings / Saint Petersburg. Mining. Inst. Saint Petersburg, 1999. P. 115-118.
- Protosenya A.G. About the definition of the tasks in the field of definition of the loads at the fundamental minings // Lining and maintenance of the minings / Saint Petersburg. Mining. Inst. Saint Petersburg, 1992. P.4-8
Similar articles
Possible solution for extraction of gas-bearing coal seams by highly productive mining complexes
2012 A. V. Leisle
Ore reclaiming process flowsheets for the cyclical and continuous method of open-cast mining
2012 G. A. Kholodnyakov, A. O. Ipatova, D. A. Ikonnikov, K. R. Argimbaev
Rheological and penetration tests of emulsion compositions for the flow-control technologies
2012 M. V. Naugolnov, M. K. Rogachev, A. R. Mavliev, D. V. Mardashov