Appraising the methods accounting for 3D tunnelling effects in 2D plane strain FE analysis

Tunnelling and Underground Space Technology

Volumn 22, Issue 1, 2007, Pages 47-56

  Karakus, M ^a  

^a INONU UNIVERSITY   (Turkey)

Author keywords

2D plane strain FE; HME; NATM; Small strain stiffness; Tunnelling

Indexed keywords

HYPOTHETICAL MODULUS OF ELASTICITY; SMALL STRAIN STIFFNESS; THREE DIMENSIONAL TUNNELLING; TWO DIMENSIONAL PLANE STRAIN;

CLAY; ELASTIC MODULI; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRAIN; TUNNELING (EXCAVATION);

TUNNELS;

CLAY; ELASTIC MODULI; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRAIN; TUNNELING (EXCAVATION); TUNNELS;

CONTINUUM MECHANICS; DEFORMATION MECHANISM; ELASTIC MODULUS; EXCAVATION; FINITE ELEMENT METHOD; GEOTECHNICAL ENGINEERING; LOADING; NATM; PLANE STRAIN; THREE-DIMENSIONAL MODELING; TUNNELING; TWO-DIMENSIONAL MODELING;

ENGLAND; EURASIA; EUROPE; LONDON [ENGLAND]; UNITED KINGDOM; WESTERN EUROPE;

EID: 33750013727     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2006.01.004     Document Type: Article

References (18)

1. Addenbrooke T.I., and Potts D.M. Twin tunnel interaction: surface and subsurface effects. International Journal of Geomechanics 1 2 (2001) 249-271
2. Atzl G.V., and Mayr J.K. FEM-analysis of Heathrow NATM trial tunnel. Numerical Methods in Geotechnical Engineering (1994), Balkema, Rotterdam pp. 195-201
3. Gunn, M.J., 1993. The predictions of surface settlement profiles due to tunnelling. In: Proceedings of the Wroth Memorial Symposium, Predictive Soil Mechanics, Oxford, pp. 304-316.
4. Higgins K.G., Mair R.J., and Potts D.M. Numerical modelling of the influence of the Westminster Station excavation and tunnelling on the Big Ben clock tower. Int. Symp. Geotech. Aspects of Underground Construction in Soft Ground (1996), Balkema, Rotterdam 525-530
5. Jardine R.J., Symes M.J., and Burland J.B. The measurement of soil stiffness in the triaxial apparatus. Geotechnique 34 3 (1984) 323-340
6. Jardine R.J., Potts D.M., Fourie A.B., and Burland J.B. Studies of the influence non-linear stress-strain characteristics in soil-structure interaction. Geotechnique 36 3 (1986) 377-396
7. Karakus M., and Fowell R.J. Effects of different tunnel face advance excavation on the settlement by FEM. Tunnelling and Underground Space Technology 18 5 (2003) 513-523
8. Karakus M., and Fowell R.J. Back analysis for tunnelling induced ground movements and stress redistribution. Tunnelling and Underground Space Technology 20 6 (2005) 514-524
9. Lee K.M., and Rowe R.K. An analysis of three-dimensional ground movements: the Thunder Bay tunnel. Canadian Geotechnical Journal 28 (1991) 25-41
10. Long M. A case history of a deep basement in London Clay. Computers and Geotechnics 28 (2001) 397-423
11. Oettl G., Stark R.F., and Hofstetter G.A. Comparison of elastic-plastic soil models for 2D FE analyses of tunnelling. Computers and Geotechnics 23 (1998) 19-38
12. Panet M., and Guenot A. Analysis of convergence behind the face of a tunnel. Tunnelling'82 (1982), IMM, London 197-203
13. Potts D.M., and Zdravković L. Finite Element Analysis in Geotechnical Engineering: Application (2001), Thomas Telford, London 427p
14. Powell D.B., Sigl O., and Beveridge J.P. Heathrow-Express-design and performance of platform tunnels at Terminal 4. Tunnelling'97 (1997), IMM, London 565-593
15. Rowe R.K., Lo K.Y., and Kack K.J. A method of estimating surface settlement above shallow tunnels constructed in soft ground. Canadian Geotechnical Journal 20 (1983) 11-22
16. Schikora, K., Ostermeier, B., 1988. Two-dimensional calculation model in tunnelling. Verification by measurement results and by spatial calculation. In: Proceedings of the 6th International Conference on Numerical Methods in Geomechanics, Innsbruck, pp. 1499-1503.
17. Swoboda G., Marence M., and Mader I. Finite element modelling of tunnel excavation. International Journal of Engineering Modelling 6 (1994) 51-63
18. Swoboda, G., 1979. Finite element analysis of the New Austrian Tunnelling Method (NATM). In: Proceedings of the 3rd International Conference on Numerical Methods in Geomechanics, vol. 2, Aachen, pp. 581-586.