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
Funding:
None
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
Determination of the rate of bunker filling screw executive authority and power to cut costs
2012 E. A. Kremcheev, A. V. Bolshunov, D. O. Nagornov
Probabilistic approach to the assessment of energy transmissions of mining machines
2012 I. E. Zvonarev, A. S. Fokin, S. L. Ivanov
Determining the mine working height for the development of tailing dumps hydraulic excavator backdigger
2012 G. A. Kholodnyakov, K. R. Argimbaev, S. P. Reshetnyak
Engiineering-geological and hydrogeological problems of st. Isaak cathedral’s long-term stability substantiation (Saint-Petersburg)
2012 R. E. Dashko, A. V. Shidlovskaya, O. Yu. Aleksandrova, I. V. Alekseev