Specific behaviour of prefabricated tunnel linings
Authors:
About authors
- head of studying-computer center Saint Petersburg State Mining Institute (Technical University)
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
References
- David M. Potts, Lidija Zdravcovic. Finite element analysis in geotechnical Engineering. Application. Thomas Telford. 2001. 427 р.
- Babendererde S. Design and Construction of Lin- ings for Urban Tunnels // Advances in Tunnelling Technology and Subsurface Use, Elsevier Science Limited. 1984.
- 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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