Three-dimensional modelling of tunnel excavation and lining

Computers and Geotechnics

Volumn 31, Issue 3, 2004, Pages 171-183

  Galli, G ^a   Grimaldi, A ^a   Leonardi, A ^a  

^a UNIVERSITY OF ROME TOR VERGATA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; LININGS; MATHEMATICAL MODELS; REINFORCEMENT; SOILS; STRESS CONCENTRATION; TUNNELS;

SOIL-NAILING; TUNNEL EXCAVATION;

GEOTECHNICAL ENGINEERING;

FINITE ELEMENT METHOD; THREE-DIMENSIONAL MODELING; TUNNEL LINING; TUNNELING;

EID: 1842788685     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2004.02.003     Document Type: Article

References (16)

1. Pelli F, Kaiser PK, Morgernstern NR. Three dimensional simulation of rock liner interaction near tunnel face. In: Proceedings of the 2nd International Symposium on Numerical Models in Geomechanics, Ghent; 1986. p. 359-68
2. Geisler H, Wagner H, Zieger O, Mertz W, Swoboda G. Practical and theoretical aspects of the three dimensional analysis of finally lined intersections. In: Proceedings of the 5th International Conference on Numerical Methods in Geomechanics, Nagoya; 1985. p. 1175-83
3. Pöttler R. Three-dimensional modelling of junction at the channel tunnel project Int. J. Numer. Anal. Methods Geomech. 16 1992 683-695
4. Gioda G. Swoboda G. Developments and applications of the numerical analysis of tunnel in continuous media Int. J. Numer. Anal. Methods Geomech. 1999 1393-1405
5. Negro A. de Queiroz P.I.B. Prediction and performance: a review of numerical analyses for tunnels Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 409-418 Balkema Rotterdam
6. Swoboda G, Mertz W, Schmid A. Three-dimensional numerical model to simulate tunnel excavation. In: Proceedings of the 3rd International Conference on Numerical Models in Geomechanics. Niagara Falls; 1989. p. 536-48
7. Swoboda G. Abu-Krisha A. Three-dimensional numerical modelling for TBM tunnelling in consolidated clay Tunnel. Underground Space Technol. 14 3 1999 327-333
8. Callari C. The application of a strong-discontinuity FEM to the analysis of strain localization induced by underground openings Pande G.N. Pietruszczak S. Proceedings of the 8th International Symposium on Numerical Models in Geomechanics - NUMOG VIII 2002 163-170 Balkema Rotterdam
9. Dias D. Kastner R. Three dimensional simulation of slurry shield tunnelling Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 351-356 Balkema Rotterdam
10. Tang D.K.W. Lee K.M. Ng C.W.W. Stress paths around a 3-D numerically simulated NATM tunnel in stiff clay Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 443-449 Balkema Rotterdam
11. Yoo C.S. Shin H.K. Behaviour of tunnel face pre-reinforced with sub-horizontal pipes Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 463-468 Balkema Rotterdam
12. Nakai T. Matsubara H. Kusunoki S. Effects of excavation sequence on 3-D settlement of shallow tunnels Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 403-408 Balkema Rotterdam
13. 0 value in numerical analysis of shallow tunnels Kusakabe O. Fujita K. Miyazaki Y. Geotechnical aspects of underground construction in soft ground 2000 379-384 Balkema Rotterdam
14. Kielbassa S. Duddeck H. Stress-strain fields at the tunnelling face - three dimensional approach for two-dimensional technical approach Rock Mech. Rock Engrg. 24 1991 115-132
15. Pierau B. Tunnel design with respect to the three-dimensional state of stress and displacements around the temporary face. In: Proceedings of the 4th International Conference on Numerical Methods in Geomechanics. Edmonton; 1992. p. 1221-31
16. Fea Ltd. 66, High Street Kingston Upon Thames, Surrey