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Vol 185
Pages:
180-183
Download volume:
RUS
Article

Specific behaviour of prefabricated tunnel linings

Authors:
E. A. Karasev
About authors
  • head of studying-computer center Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2009-07-25
Date accepted:
2009-09-13
Date published:
2010-04-22

Abstract

Analysis of different methods to model prefabricated tunnel lining is done. The description of main advantages and disadvantages of existing method is given. Method of detailing stress state prediction of prefabricated lining based on 3d finite elements method with complicated interaction between lining segment and soil is proposed.

Область исследования:
(Archived) Problems in geomechanics of technologeneous rock mass
Keywords:
tunnel lining interaction contact 3d model
Funding:

None

Go to volume 185

References

  1. David M. Potts, Lidija Zdravcovic. Finite element analysis in geotechnical Engineering. Application. Thomas Telford. 2001. 427 р.
  2. Babendererde S. Design and Construction of Lin- ings for Urban Tunnels // Advances in Tunnelling Technology and Subsurface Use, Elsevier Science Limited. 1984.
  3. Vol.4. № 4. P. 151-161. 3. ITA WG Research. Guidelines for the Design of Shield Tunnel Lining // Tunnelling and Underground Space Technology. 20000. Vol.15. № 3. P.303-331.

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