Geomechanical substantiation of parameters of the fastening of railway tunnels in the conditions of the North Caucasus
Authors:
About authors
- Student Saint Petersburg State Mining Institute (Technical University)
Abstract
The article presents the rationale of temporary supports used in the drilling of new mines, which provides for the construction of model projects of reconstruction of old tunnels. Finite-element method analyzed the changes of stress-strain state containing tunnel complex array during the drilling of new mines. Based on the analysis, a number of findings to explore the possibility of reducing the thickness of the permanent support of new mines in tunnel complex - the new tunnel, and transport and drainage culvert.
Область исследования:
(Archived) Geodesy, geomechanics and underground construction
References
- Bulichev N.S. Mechanics of the underground constructions: The textbook for higher schools. The second edition. Moscov: Nedra, 1994. 382 р.
Similar articles
Developing a rational technology of utilization оf bio and oil slimes of the Kinef Ltd by an extraction оf useful components
2010 K. A. Moiseeva
Complex geological engineering and geoenvironmental monitoring as a basis for creation of strategy of Saint Petersburg architectural and historical monuments conservation
2010 A. V. Shidlovskaya
Forecasting the power consumption of mines on the basis of stochastic time-series models
2010 A. A. Chernysh, O. B. Shonin
Increase of competitiveness of russian and belorussian potash companies owing to perfection of sale policy
2010 T. V. Ponomarenko, A. N. Sultani