1 |
Peila, D. (1994), A Theoretical Study of Reinforcement Influence on the Stability of a Tunnel Face, Geotechnical and Geological Engineering, Vol.12, No.3, pp.145-168
DOI
|
2 |
Walter W. (1990), Rock Mechanics: Theory and Appli- cations with Case Histories, Springer-Verlag, pp.444-471
|
3 |
Vlasov, S. N., Makovsky, L. V. and Merkin, V. E. (2001), Accidents in Transportation and Subway Tunnels, Elex-KM Publ. Moscow
|
4 |
Anderson, J. M. (1996), Reducing Risk and Improving Safety with Particular Reference to NATM, Proc. North American Tunnelling '96, Balkema, pp.453-458
|
5 |
HSE (1996), Safety of New Austrian Tunnelling Methods (NATM) Tunnels - A review of sprayed concrete lined tunnels with particular reference to London Clay, Health and Safety Executive, UK, HSE Books, pp.87
|
6 |
Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley &Sons, Inc. New York, pp.66-77
|
7 |
Chambon, P. and Corte, J. F. (1994), Shallow Tunnels in Cohesionless Soil : Stability of Tunnel Face, Journal of Geotechnical Engineering, ASCE, Vol.120, No.7, pp.1148-1165
DOI
ScienceOn
|
8 |
Gnilsen, R. (1989), Numerical Analysis, Underground Structures Design and Instrumentation, Elsevier, Developments in Geotechnical Engineering, 59A, pp.84-128
|
9 |
Peila, D., Oreste, P. P. and Pellizza, S. (1996), Study of the Influence of Sub-horizontal Fiber-glass Pipes on the Stability of a Tunnel Face, Proceedings of International Conference on North American Tunneling 96, Vol.1, pp.425-431
|
10 |
Leca, E. and Dormieux, L. (1990), Upper and Lower Bound Solutions for the Face Stability of Shallow Circular Tunnels in Frictional Material, Geotechnique, Vol.40, No.4, pp:581-606
DOI
|