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
Funding:
None
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
Computer program of gidrodynamical calculation of moving mixture in pipes due to Poetman – Karpenter and Lutoshkin – Krylov methods
2012 A. L. Klimenkov, V. T. Litvin, O. G. Bykova
Method of price zoning land settlements based on the theory of decision making in a multi-dimensional data
2012 V. A. Kiselev, A. G. Shabaev
Concerning the possibility of an effective hadfield's steel cold-work hardening in the working conditions of the lining of spherical mills
2012 V. S. Bochkov, V. I. Bolobov, A. P. Batalov, Yu. P. Boitsov
Chemical composition of submarine hydrothermal solutions at 12о58' n.l. of Mid-Atlantic ridge
2012 S. M. Sudarikov, N. N. Mikhalchuk