Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation
Tóm tắt
Từ khóa
Tài liệu tham khảo
International Society for Rock Mechanics: Commission on Standardization of Laboratory and Field Tests. Suggested methods for determining the uniaxial compressive strength and deformation of rock materials. Int J Rock Mech Min Sci Geomech Abstr 1979;15:319–68.
Hoek E, Brown ET. Underground excavations in rock. London: Institute of Mining and Metallurgy; 1980. 358pp.
Hoek, 1998, Practical estimates of rockmass strength, Int J Rock Mech Min Sci, 34, 1165, 10.1016/S1365-1609(97)80069-X
Hoek E, Carranza-Torres C, Corkum B. Hoek–Brown failure criterion—2002 edition. In: Hammah R, Bawden WF, Curran J, Telsnicki M, editors. Proceedings of NARMS 2002. Toronto: University of Toronto Press. 2002. p. 267–74.
Marinos P, Hoek E. GSI—A geologically friendly tool for rockmass strength estimation. In: Proceedings of GeoEng2000 Conference (CDROM), Melbourne, Vol. 1. 2000. (Invited Lectures).
Carranza-Torres, 1999, The elasto-plastic response of underground excavations in rockmasses that satisfy the Hoek–Brown criterion, Int J Rock Mech Min Sci, 36, 777, 10.1016/S0148-9062(99)00047-9
Nickson S, Sprott D, Bawden WF, Coulson A. A geomechanical study for a shaft wall rehabilitation program. In: Proceedings of 99th CIM Annual General Meeting, Vancouver: Canadian Institute of Mining; 1997. 20pp.
Martin, 1999, Hoek–Brown parameters for predicting the depth of brittle failure around tunnels, Can Geotech J, 36, 136, 10.1139/t98-072
Pelli, 1991, An interpretation of ground movements recorded during construction of the Donkin–Morien tunnel, Can Geotech J, 28, 239, 10.1139/t91-030
Brace, 1966, Dilatancy in the fracture of crystalline rocks, J Geophys Res, 71, 3939, 10.1029/JZ071i016p03939
Stacey TR, Page CH. Practical handbook for underground rock mechanics. Germany: TransTech; 1986. 145pp.
Wagner H.Design,support of underground excavations in highly stressed rock. In: Proceedings of sixth ISRM Congress, Montreal. Vol. 3. Rotterdam: Balkema; 1987. p. 1443–57.
Castro L, McCreath D, Oliver P. Rockmass damage initiation around the Sudbury Neutrino Observatory Cavern. In: Aubertin M, Hassani F, Mitri H, editors. Proceedings of Rock Mechanics—NARMS ’96, vol. 2. Rotterdam: Balkema; 1996. p. 1589–95.
Grimstad E, Bhasin R. Rock support in hard rock tunnels under high stress. In: Broch E, Myrvang, Stjern G, editors. Proceedings of the International Symposium Rock Support—Applied Solutions for Underground Structures NSCE, Lillehammer, Norway, 1997. p. 504–13.
Diederichs MS. Instability of hard rockmasses: the role of tensile damage and relaxation. PhD thesis, University of Waterloo, 2000. 567pp.
Kaiser PK, McCreath D, Tannant D. Canadian rockburst support handbook. Sudbury: Geomechanics Research Centre; 1995. 314pp.
Kirsten HAD, Klokow J. Control of fracturing in mine rock passes. In: Proceedings of Fourth International Congress on ISRM, Montreux, Vol. 1. 1979. p. 203–10.
Jiayou L, Lihui D, Chengjie Z, Zebin W. The brittle failure of rock around underground opengins. In: Maury, Fourmaintraux editors. Proceedings of the Conference on Rock Mechanics and Rock Physics at Great Depth, Pau France, Vol. 2. . Rotterdam: Balkema; 1991. p. 567–74.
Martin CD. The strength of massive Lac du Bonnet granite around underground openings. PhD thesis, University of Manitoba, 1994. 278pp.
Martin CD.Failureobservations,in situ stress domains at the Underground Research Laboratory. In: Maury, Fourmaintraux editors. Proceedings of the Conference on Rock Mechanics and Rock Physics at Great Depth, Pau France, Vol. 2. Rotterdam: Balkema; 1989. p. 719–26.
Ortlepp WD, Gay NC. Performance of an experimental tunnel subjected to stresses ranging from 50MPa to 230MPa. In: Brown, Hudson, editors. Proceedings of the ISRM Symposium on Design and Performance of Underground Excavations. London: British Geotechnical Society; 1984. p. 337–46.
Stacey, 1977, Stress fracturing around a deep level bored tunnel, J S Afr Inst Min Metall, 78, 124
Illston JM, Dinwoodie JM, Smith AA. Concrete, timber and metals. New York: Van Nostrand Reinhold; 1979. 663pp.
Griffith AA. 1924. Theory of rupture. In: First International Congress of Applied Mechanics, Delft, 1924. p. 55–63.
Horii, 1986, Brittle failure in compression, Trans Roy Soc London, Math Phys Sci, 319, 337, 10.1098/rsta.1986.0101
Kemeny JM, Cook NGW. Crack models for the failure of rocks in compression. In: Desai, Krempl, Kiousis, Kundu editors. Constitutive laws for engineering materials: theory and applications, Vol. 2. Amsterdam: Elsevier; 1987. p. 879–87.
Lajtai, 1990, Criteria for brittle fracture in compression, Eng Fract Mechanics,, 37, 25, 10.1016/0013-7944(90)90331-A
Wong, 1982, Micromechanics of faulting in Westerly granite, Int J Rock Mech Min Sci Geomech Abstr, 19, 49, 10.1016/0148-9062(82)91631-X
Gramberg J. Anon-conventional view on rock mechanics, fracture mechanics. Rotterdam: Balkema; 1989. 250pp.
Trollope DH. The mechanics of discontinua or clastic mechanics in rock problems. In: Stagg KG, Zienkiewicz OC, editors. Rock mechanics in engineering practice. London: Wiley; 1968. p. 275–320.
Cook NGW. Müller lecture: why rock mechanics? In: Fujii J, editor. Proceedings of the International Congress on Rock Mechanics, Tokyo, vol. 3, 1995. p. 975–94.
Tapponier, 1976, Development of stress induced microcracks in Westerly granite, Int J Rock Mech Min Sci Geomech Abstracts., 13, 103, 10.1016/0148-9062(76)91937-9
Cundall PA, Potyondi DO, Lee CA. Micromechanics-based models for fracture and breakout around the mine-by tunnel. In: Proceedings of the Canadian Nuclear Society International Conference on Deep Geological Disposal of Nuclear Waste, Winnipeg, 1996.
Itasca. PFC-particle flow code. Modelling software. Version 1.0, Itasca Ltd., 1995.
Diederichs MS. Keynote: stress induced accumulation and implications for hard rock engineering. In: Hammah R, Bawden WF, Curran J, Telsnicki M, editors. Proceedings of NARMS 2002. Toronto: University of Toronto Press; 2002. p. 3–14.
Tang, 1998, Numerical simulation of cumulative damage and seismic energy release during brittle rock failure—part I, Int J Rock Mech Min Sci., 35, 113, 10.1016/S0148-9062(97)00009-0
Hommand FD, Hoxha JF, Shao M, Sibai G, Duveau. Endommagement de granites et de marnes: Essais mechaniques, identification des parameters d’un modele d’endommagement et simulation. Final report B RP O.ENG/O.LML 95.015, ENGS Laboratoire de Géomécanique, Nancy, 1995.
Eberhardt, 1998, Identifying crack initiation and propagation thresholds in brittle rock, Can Geotech J, 35, 222, 10.1139/t97-091
Eberhardt ED. Brittle rock fracture, progressive damage in uniaxial compression. PhD thesis, University of Saskatchewan, 1998. 335pp.
Pestman, 1996, An acoustic emission study of damage development and stress-memory effects in sandstone, Int J Rock Mech Min Sci., 33, 585, 10.1016/0148-9062(96)00011-3
Holcomb, 1993, General theory of the Kaiser effect, Int J Rock Mech Min Sci., 30, 929, 10.1016/0148-9062(93)90047-H
Villaescusa, 2002, Stress measurements from oriented core, Int J Rock Mech Min Sci, 39, 603, 10.1016/S1365-1609(02)00059-X
Martin, 1997, Observation of brittle failure around a circular test tunnel, Int J Rock Mech Min Sci, 34, 1065, 10.1016/S1365-1609(97)90200-8
Suorineni FT, Kaiser PK. Characteristic acoustic properties of sulphide ores and host rocks. In: Hammah R, Bawden WF, Curran J, Telsnicki M, editors. Proceedings of NARMS 2002. Toronto: University of Toronto Press; 2002. p. 403–10.
Singh DP. A study of time-dependent properties, other physical properties of rocks. PhD thesis. University of Melbourne, 1970. 219pp.
Fonseka GM, Murrell SAF, Barnes, P. Scanning electron microscope and acoustic emission studies of crack development in rocks. Int. J. Rock. Mech. Min. Sci. & Geomech. Abstr. 1985;22(5):273–89.
Castro L. Analysis of stress-induced damage initiation around deep openings excavated in a moderately jointed brittle rockmass. PhD thesis, University of Toronto, 1996.
Haied, 2000, Strain localization in Fontainebleau sandstone, Mech Cohes-Fric Mater, 5, 239, 10.1002/(SICI)1099-1484(200004)5:3<239::AID-CFM97>3.0.CO;2-J
Bieniawski, 1967, Mechanisms of brittle fracture of rock: Part I: Theory of the fracture process; Part II: experimental studies; Part III, Int J Rock Mech Min Sci., 4, 395, 10.1016/0148-9062(67)90030-7
Dyskin AV, Germanovich LN. Model of rockburst caused by cracks growing near free surface. In: Young RP, editor. Rockbursts and seismicity in mines. Rotterdam: Balkema; 1993. p. 169–74.
Jardine AKS. Maintenance, replacement and reliability. London: Pitman; 1973. 200pp.
Cho N, Martin CD, Christiansson R. Suppressing fracture growth around underground openings. In: Hammah R, Bawden WF, Curran J, Telsnicki M, editors. Proceedings of NARMS 2002. Toronto: University of Toronto Press; 2002. p. 1151–58.
Hoek, 1968, Brittle failure of rock, 99
Martin, 1994, The effect of sample disturbance on laboratory properties of Lac du Bonnet granite, Can Geotech J, 31, 692, 10.1139/t94-081
Du, 1991, Interaction of multiple cracks and formation of echelon crack arrays, Int J Numer Meth Geomech, 15, 205, 10.1002/nag.1610150305
Rocscience. PHASE2 software: 2D finite element analysis of excavations. 2001.
Kelly D, Peck DC, James RS. Petrography of granitic samples form the 420m level of the Underground Research Laboratory, Pinawa, Manitoba. Contractor's report to AECL Research, Laurentian University, 1993.
Martin, 1997, Seventeenth Canadian geotechnical colloquium, Can Geotech J, 34, 698, 10.1139/cgj-34-5-698
Read, 1998, In situ strength criteria for tunnel design in highly stressed rockmasses, Int J Rock Mech Min Sci., 35, 319
Eberhardt, 2001, Numerical modeling of three-dimensional stress rotation ahead of an advancing tunnel face, Int J Rock Mech Min Sci, 38, 499, 10.1016/S1365-1609(01)00017-X