Estimation of the is intense-deformed condition of massif at building inclined tunnel of metro station «Admiralty» of the Saint Petersburg underground
Authors:
About authors
- student Saint Petersburg State Mining University
Abstract
Intense-deformed condition of a solid at building tunnel inclined tunnel «Admiralty» is simulated using finite-element method in three-dimensional statement. Questions of a geomechanical estimation strata movement and deformations of rocks based on modeling are considered. In addition, the forecast of influence of strata movement process for surface is made.
Область исследования:
(Archived) Geodesy, geomechanics and underground construction
References
- Bulychev N.S. Mechanics of underground structures. Мoscow, 1989.
- Mustafin M.G. Geomechanical model of the system «mine – the host rocks» and using it in predicting the dynamic displays of rock pressure // Geomechanics and Mine surveying / VNIMI. Saint Petersburg, 1999.
- Petukhov I.М. Computational methods in mechanics of rock bursts and releases: A Reference Guide / I.М.Petukhov, А.М.Linkov, V.S.Sidorov. Мoscow, 1992.
- Podakov V.F., Solovev Yu.F, Kapustin V.M. Manual for design measures for protection of buildings and structures exploited by the influence of mining operations in the construction of the underground. Leningrad, 1973.
Similar articles
Techniques and technology of improvement оf ways of development of concentrating factories
2012 A. I. Lyalikova, E. E. Andreev
The fuzzy logic approach to an estimation of competitiveness of mountain production
2012 K. A. Gafarova, Tatiana V. Ponomarenko