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Vol 185
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Numerical modelling of the lining stress stateof column stations without lateral platforms

D. N. Petrov1
P. A. Demenkov2
D. A. Potemkin3
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)
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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.

stress-strain state lining metro station tunnels finite elements method
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