Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face
Tài liệu tham khảo
Eberhardt, 1997, Design of tabular excavations in foliated rock, Geotech Geol Engng, 15, 47, 10.1007/BF00881238
Meyer LHI, Stead D, Coggan JS. Three dimensional modelling of the effects of high horizontal stress on underground excavation stability. In: Vouille G, Berest P, editors. Proceedings of the Ninth International Congress on Rock Mechanics, Paris. Rotterdam: A.A. Balkema, 1999. p. 411–16.
Abel, 1973, Stress changes ahead of an advancing tunnel, Int J Rock Mech Min Sci Geomech Abstr, 10, 673, 10.1016/0148-9062(73)90013-2
Seki J, Noda K, Washizawa E, Suzuki T, Nishino K. Effect of bench length on stability of tunnel face. In Abdel-Salam ME, editor. Proceedings of the International Congress on Tunnelling and Ground Conditions, Cairo. Rotterdam: A.A. Balkema, 1994. p. 531–42.
Martin, 1997, Seventeenth Canadian Geotechnical Colloquium, Can Geotech J, 34, 698, 10.1139/cgj-34-5-698
Loew S, Ziegler H-J, Keller F. Alptransit: Engineering geology of the world's longest tunnel system. In: GeoEng 2000 Proceedings, International Conference on Geotechnical & Geological Engineering, Melbourne. Lancaster: Technomic Publishing, 2000. p. 927–37.
Duddeck, 1991, Application of numerical analysis for tunnelling, Int J Numer Anal Methods Geomech, 15, 223, 10.1002/nag.1610150402
Pan, 1988, Plane strain analysis in modelling three-dimensional tunnel excavations, Int J Rock Mech Min Sci Geomech Abstr, 25, 331, 10.1016/0148-9062(88)90010-1
Kielbassa, 1991, Stress-strain fields at the tunnelling face—Three-dimensional analysis for two-dimensional technical approach, Rock Mech Rock Engng, 24, 115, 10.1007/BF01042857
Panet M, Guenot A. Analysis of convergence behind the face of a tunnel. In: Jones MJ, editor. Tunnelling ’82: Third International Symposium, Brighton. London: The Institution of Mining and Metallurgy, 1982. p. 197–204.
Swoboda G, Mertz W, Schmid A. Three-dimensional numerical models to simulate tunnel excavation. In: Pietruszczak S, Pande GN, editors. Proceedings of the Third International Symposium on Numerical Models in Geomechanics (NUMOG III), Niagra Falls. London: Elsevier Applied Science, 1989. p. 536–48.
Renato, 1998, Tunnel design and construction in extremely difficult ground conditions, Tunnel, 8/98, 23
Read RS, Martin CD, Dzik EJ. Asymmetric borehole breakouts at the URL. In: Daemen JJK, Schultz RA, editors. Rock Mechanics, Proceedings of the 35th US Symposium, Reno. Rotterdam: A.A. Balkema, 1995. p. 879–84.
Schubert W, Budil A. The importance of longitudinal deformation in tunnel excavation. In: Fujii T, editor. Proceedings of the Eighth International Congress on Rock Mechanics, Tokyo. Rotterdam: A.A. Balkema, 1995. p. 1411–14.
Martin CD, Read RS, Dzik EJ. Near-face cracking and strength around underground openings. In: Rossmanith H-P, editor. Proceedings of the Second International Conference on the Mechanics of Jointed and Faulted Rock, Vienna. Rotterdam: A.A. Balkema, 1995. p. 765–70.
VIPS. Vectorial Implementation of Structural Analysis and Geotechnical Engineering (VISAGE), version 7.4. Windsor: Vector International Processing Systems Limited, 2000.
Keller F, Wanner H, Schneider TR. Geologischer schlussbericht Gotthard-Strassentunnel. Bern: Schweizerischen Geotechnischen Kommission, vol. 70, 1987.
Carter, 1992, Size and stress gradient effects on fracture around cavities, Rock Mech Rock Engng, 25, 167, 10.1007/BF01019710
Germanovich, 2000, Fracture mechanisms and instability of openings in compression, Int J Rock Mech Min Sci, 37, 263, 10.1016/S1365-1609(99)00105-7
Brady, 1993
Panet, 1993, Understanding deformations in tunnels, 663
Eberhardt, 1998, Identifying crack initiation and propagation thresholds in brittle rock, Can Geotech J, 35, 222, 10.1139/t97-091
Hoek, 1965, Brittle fracture propagation in rock under compression, Int J Frac Mech, 1, 137, 10.1007/BF00186851
Lajtai, 1971, A theoretical and experimental evaluation of the Griffith theory of brittle fracture, Tectonophysics, 11, 129, 10.1016/0040-1951(71)90060-6
Peng, 1972, Crack growth and faulting in cylindrical specimens of Chelmsford granite, Int J Rock Mech Min Sci Geomech Abstr, 9, 37, 10.1016/0148-9062(72)90050-2
Huang, 1993, The development of rock fracture from microfracturing to main fracture formation, Int J Rock Mech Min Sci Geomech Abstr, 30, 925, 10.1016/0148-9062(93)90046-G
Martin, 1997, Observations of brittle failure around a circular test tunnel, Int J Rock Mech Min Sci, 34, 1065, 10.1016/S1365-1609(97)90200-8
Eberhardt, 1999, Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression, Int J Rock Mech Min Sci, 36, 361, 10.1016/S0148-9062(99)00019-4
Wu H, Pollard DD. Possible secondary fracture patterns due to a change in the direction of loading. In: Myer LR, Cook NGW, Goodman RE, Tsang C-F, editors. Proceedings of the Conference on Fractured and Jointed Rock Masses, Lake Tahoe. Rotterdam: A.A. Balkema, 1995. p. 487–93.
Eberhardt, 1998, The effect of neighbouring cracks on elliptical crack initiation and propagation in uniaxial and triaxial stress fields, Engng Frac Mech, 59, 103, 10.1016/S0013-7944(97)00095-7
Read, 1998, In situ strength criteria for tunnel design in highly-stressed rock masses, Int J Rock Mech Min Sci, 35, 261, 10.1016/S0148-9062(97)00302-1