Specific behaviour of prefabricated tunnel linings

E. A. Karasev

Vol 185

Pages:

180-183

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RUS

Research article

Problems in geomechanics of technologeneous rock mass

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.

Keywords:

tunnel lining interaction contact 3d model

Карасев Е.А. Особенности работы сборных обделок транспортных тоннелей // Записки Горного института. 2010. Т. 185. С. 180-183.

Karasev E.A. Specific behaviour of prefabricated tunnel linings // Journal of Mining Institute. 2010. Vol. 185. p. 180-183.

References

David M. Potts, Lidija Zdravcovic. Finite element analysis in geotechnical Engineering. Application. Thomas Telford. 2001. 427 p.
Babendererde S. Design and Construction of Linings for Urban Tunnels // Advances in Tunnelling Technology and Subsurface Use, Elsevier Science Limited. 1984. Vol.4. № 4. P.151-161.
ITA WG Research. Guidelines for the Design of Shield Tunnel Lining // Tunnelling and Underground Space Technology. 2000. Vol.15. № 3. P.303-331.

Specific behaviour of prefabricated tunnel linings

Abstract

References

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