Numerical modelling of the lining stress stateof column stations without lateral platforms
About authors
- 1 — Ph.D. assistant lecture Saint Petersburg State Mining Institute (Technical University)
- 2 — Ph.D. associate professor Saint Petersburg State Mining Institute (Technical University)
- 3 — Ph.D. associate professor Saint Petersburg State Mining Institute (Technical University)
Abstract
Geomechanical forecast of stress-strain state of deep underground subway station is considered. Static work of structures of subway station based on complex approach is shown, including in situ testing and numerical modelling (finite elements method) during different stages of construction.
Область исследования:
(Archived) Problems in geomechanics of technologeneous rock mass
Funding:
None
Similar articles
The use of data on stress-strain state of rock mass in solutions of mining-and-technical tasks on the example of the Tishin ore mine
2010 Yu. A. Kashnikov, S. G. Ashikhmin, D. V. Shustov, A. I. Ananin, A. E. Fandeev
Numerical assessment of stress-strain field in vicinity of large open pit mine taking into account geomechanical, geological and mining factors
2010 A. A. Kozyrev, I. E. Semionova, V. V. Rybin, I. M. Avetisyan