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.
Similar articles
Investigation of stress-strain state of floor of the dividing mass of deep-lying ore mines at Тalnakh
2010 V. A. Zvezdkin, B. Yu. Zuev, V. M. Klimkina, A. G. Anokhin, T. P. Darbinyan
Simulation of the stress-strain state forming around the vertical mine in the field of tectonically fractured massif
2010 D. Yu. Dordzhiev