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Anisotropy effect on fracture toughness of rock. Proceedings of the EUROCK’92, 1992. p. 7–12.\nDouglass, 1969, Anisotropy of granites: a reflection of microscopic fabric. Geotechnique, 19, 376\nPeng, 1972, Crack growth and faulting in cylindrical specimens of Chelmsford granite, Int J Rock Mech Min Sci, 9, 37, 10.1016\u002F0148-9062(72)90050-2\nBirch, 1960, The velocity of compressional waves in rocks to 10 Kilobars, Part 1, J Geophys Res, 65, 1083, 10.1029\u002FJZ065i004p01083\nBirch, 1961, The velocity of compressional waves in rocks to 10 Kilobars, Part 2, J Geophys Res, 66, 2199, 10.1029\u002FJZ066i007p02199\nThill, 1973, Velocity anisotropy in dry and saturated rock spheres and its relation to rock fabric, Int J Rock Mech Min Sci Geomech Abstr, 10, 535, 10.1016\u002F0148-9062(73)90004-1\nKudo, 1987, Relation between physical anisotropy and microstructures of granitic rock in Japan, 429\nSano, 1992, Experimental determination of elastic constants of Oshima granite, Barre granite and Chelmsford granite, J Geophys Res, 97, 3367, 10.1029\u002F91JB02934\nScholz, 1972, Static fatigue of quartz, J Geophys Res, 77, 2104, 10.1029\u002FJB077i011p02104\nAtkinson, 1979, A fracture mechanics study of subcritical tensile cracking of quartz in wet environments, PAGEOPH, 117, 1011, 10.1007\u002FBF00876082\nAtkinson, 1984, Subcritical crack growth in geological materials, J Geophys Res, 89, 4077, 10.1029\u002FJB089iB06p04077\nHenry, 1977, Experimental study of crack propagation in calcite rocks, Int J Rock Mech Min Sci Geomech Abstr, 14, 85, 10.1016\u002F0148-9062(77)90200-5\nSano, 1992, Relation of fracture resistance to fabric for granitic rocks, PAGEOPH, 138, 657, 10.1007\u002FBF00876343\nMichalske, 1982, A molecular interpretation of stress corrosion in silica, Nature, 295, 511, 10.1038\u002F295511a0\nWiederhorn, 1967, Influence of water vapor on crack propagation in soda-lime glass, J Am Ceram Soc, 50, 407, 10.1111\u002Fj.1151-2916.1967.tb15145.x\nSoga, 1979, Chemical reaction between water vapor and stressed glass, J Am Ceram Soc, 62, 309, 10.1111\u002Fj.1151-2916.1979.tb09489.x\nWiederhorn, 1980, Micromechanisms of crack growth in ceramics and glasses in corrosive environments, Met Sci, 14, 450, 10.1179\u002Fmsc.1980.14.8-9.450\nBaumgartner A, Enders G, Kirchner M, Mayer H. Global climatology. In: Plate E, editor. Engineering meteorology, 1982. p. 125–77.\nCharles, 1959, Static fatigue of glass, II, J Appl Phys, 29, 1554, 10.1063\u002F1.1722992\nKies, 1969, Fracture propagation rates and times to fail following proof stress in bulk glass, 483\nEvans, 1972, A method for evaluating the time-dependent failure characteristics of brittle materials and its applications to polycrystalline alumina, J Mater Sci, 7, 1137, 10.1007\u002FBF00550196\nWilliams, 1973, A simple method for studying slow crack growth, J Test Eval, 1, 264, 10.1520\u002FJTE10015J\nEvans, 1974, Acoustic emission and crack propagation in polycrystalline alumina, Mater Sci Eng, 15, 253, 10.1016\u002F0025-5416(74)90059-7\nAtkinson, 1979, Fracture toughness of Tennessee sandstone and Carrara marble using the double torsion testing method, Int J Rock Mech Min Sci Geomech Abstr, 16, 46, 10.1016\u002F0148-9062(79)90774-5\nPletka BJ, Fuller Jr ER, Koepke BG. An evaluation of double-torsion testing—Experimental. ASTM STP 678; 1979. p. 19–37.\nTrantina, 1977, Stress analysis of the double-torsion specimen, J Am Ceram Soc, 60, 338, 10.1111\u002Fj.1151-2916.1977.tb15556.x\nCiccoti, 2000, Realistic finite-element method for double-torsion loading configuration, J Am Ceram Soc, 83, 2737, 10.1111\u002Fj.1151-2916.2000.tb01625.x\nCiccotti, 2000, The double torsion loading configuration for fracture propagation: an improved methodology for the load-relaxation at constant displacement, Int J Rock Mech Min Sci, 37, 1103, 10.1016\u002FS1365-1609(00)00045-9\nCiccotti, 2000, Elastic and fracture parameters of etna, stromboli, and vulcano lava rocks, J Volcanol Geother Res, 98, 209, 10.1016\u002FS0377-0273(99)00154-7\nCiccotti, 2001, Practical application of an improved methodology for the double torsion load relaxation method, Int J Rock Mech Min Sci, 38, 569, 10.1016\u002FS1365-1609(01)00019-3\nDale, 1923, The commercial granite of New England, Bull US Geol Surv, 738, 22\nPeng, 1972, Crack growth and faulting in cylindrical specimens of Chelmsford granite, Int J Rock Mech Min Sci, 9, 37, 10.1016\u002F0148-9062(72)90050-2\nKato M, Yoneda T, Kaneko K. Three-dimensional distribution of microcrack orientation and its quantitative relation to anisotropy of permeability of granite. Proceedings of the second international workshop on the application geophysics to rock engineering, Paris, 1999. p. 42–7.\nYamamoto K. Theoretical determination of effective elastic constants of composite and its application to seismology. PhD thesis, Tohoku University, 1981.\nYamamoto, 1981, A theoretical method for determination of effective elastic constants of isotropic composite, Sci Rep Tohoku Univ Ser 5 (Tohoku Geophys J), 28, 47\nIngraffea AR, Gunsallus KL, Beech JF, Nelson PP. A short-rod based system for fracture toughness testing of rock. ASTM STP 855; 1984. p. 152–66.\nHashimoto K, Kudo Y, Yatomi C, Nakagawa K. Crack propagation and anisotropy of fracture toughness in granite. Proceedings of the 21st symposium of rock mechanics, Tokyo, 1989. p. 446–50 (in Japanese).\nUtagawa M, Seto M, Katsuyama K, Katsui K. The evaluation of fracture toughness of rock in wet and chemical conditions. Proceeings of the ‘99 Japan–Korea joint symposium on rock engineering, Fukuoka, 1999. p. 573–8.\nLin W, Takahashi M, Kwasniewski M, Hirono T. Experimental evaluation of anisotropy of physical and mechanical properties of a granite. Proceedings of the EUROCK 2004 and 53rd geomechanics colloquium, Salzburg, 2004. p. 503–6.\nSwanson, 1984, Subcritical crack growth and other time- and environment-dependent behavior in crustal rocks, J Geophys Res, 89, 4137, 10.1029\u002FJB089iB06p04137\nNara Y, Yoneda T, Kaneko K. Anisotropy of subcritical crack growth in granite. Proceedings of the third Korea–Japan joint symposium on rock engineering, vol. 1. 2002. p. 235–42.\nNara Y, Yoneda T, Kaneko K. Analysis of crack path for subcritical crack growth in rocks. Proceedings of the EUROCK 2005, 2005. p. 405–12.\nSprunt, 1974, Direct observation of microcavities in crystalline rocks, Int J Rock Mech Min Sci Geomech Abstr, 11, 139, 10.1016\u002F0148-9062(74)92874-5\nSano, 1981, A note on the sources of acoustic emissions associated with subcritical crack growth, Int J Rock Mech Min Sci Geomech Abstr, 18, 259, 10.1016\u002F0148-9062(81)90981-5\nLin, 2002, Effect of strain rate on compressive strength and deformability of granite, Shigen-to-Sozai, 118, 37, 10.2473\u002Fshigentosozai.118.377\nKranz, 1980, The effect of confining pressure and stress difference on static fatigue of granite, J Geophys Res, 85, 1854, 10.1029\u002FJB085iB04p01854\nMeredith, 1985, Fracture toughness and subcritical crack growth during high-temperature tensile deformation of Westerly granite and Black gabbro, Phys Earth Planet Int, 39, 33, 10.1016\u002F0031-9201(85)90113-X\nNara Y, Kurata H, Kaneko K. Effects of rock fabrics and environmental conditions on subcritical crack growth in rocks. Proceedings of the 40th US rock mechanics symposium, Paper ID.736, 2005 (in attached CD-ROM).\nKranz, 1983, Microcracks in rocks: a review, Tectonophysics, 100, 449, 10.1016\u002F0040-1951(83)90198-1\nSwanson PL. Subcritical fracture propagation in rocks: an examination using the methods of fracture mechanics and non-destructive testing. PhD thesis, University of Colorado (1985).\nKudo, 1992, Stress-induced crack path in Aji granite under tensile stress, PAGEOPH, 138, 641, 10.1007\u002FBF00876342\nNara Y. Study of subcritical crack growth in granite. Masters thesis, Hokkaido University, 2001 (in Japanese).\nCarter, 1981, Creep and creep rupture of granitic rocks, 61\nGoetze, 1971, High temperature rheology of Westerly granite, J Geophys Res, 76, 1223, 10.1029\u002FJB076i005p01223\nLove, 1944\nSimmons, 1964, Velocity of shear waves in rocks to 10 kilobars, J Geophys Res, 69, 1123, 10.1029\u002FJZ069i006p01123\nPeacock, 1994, Seismic velocities in fractured rocks: an experimental verification of Hudson's theory, Geophys Prospect, 42, 27, 10.1111\u002Fj.1365-2478.1994.tb00193.x\nHudson, 1980, Overall properties of a cracked solid, Math Proc Cambridge Phil Soc, 88, 371, 10.1017\u002FS0305004100057674\nHudson, 1981, Wave speeds and attenuation of elastic waves in material containing cracks, Geophys J R Astr Soc, 64, 133, 10.1111\u002Fj.1365-246X.1981.tb02662.x\nHudson, 1986, A higher order approximation to the wave propagation constants for a cracked solid, Geophys J R Astr Soc, 87, 265, 10.1111\u002Fj.1365-246X.1986.tb04556.x\nMal, 1967, Elastic wave velocities in two-component systems, J Inst Math Appl, 3, 376, 10.1093\u002Fimamat\u002F3.4.376\nGarbin, 1973, The compressional modulus of a material permeated by a random distribution of circular cracks, Q Appl Math, 30, 453, 10.1090\u002Fqam\u002F99719\nGarbin, 1975, The shear modulus of a material permeated by a random distribution of free circular cracks, Q Appl Math, 33, 296, 10.1090\u002Fqam\u002F99662\nGarbin, 1975, Elastic moduli of a medium with liquid-filled cracks, Q Appl Math, 33, 301, 10.1090\u002Fqam\u002F99661\nKuster, 1974, Velocity and attenuation of seismic waves in two-phase media: Part 1. 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Oxford: Pergamon, 1963, p. 563–77.",{},{"id":18,"text":286,"url":18,"identifiers":287},"Mogi, 1971, Fracture and flow of rocks under high triaxial compression, J Geophys Res, 76, 1255, 10.1029\u002FJB076i005p01255",{"doi":288},"10.1029\u002FJB076i005p01255",{"id":18,"text":290,"url":18,"identifiers":291},"Haimson, 2006, True triaxial stresses and the brittle fracture of rock, Pure Appl Geophys, 163, 1101, 10.1007\u002Fs00024-006-0065-7",{"doi":292},"10.1007\u002Fs00024-006-0065-7",{"id":18,"text":294,"url":18,"identifiers":295},"Haimson, 2000, A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of westerly granite, Int J Rock Mech Min Sci, 37, 285, 10.1016\u002FS1365-1609(99)00106-9",{"doi":296},"10.1016\u002FS1365-1609(99)00106-9",{"id":18,"text":298,"url":18,"identifiers":299},"Chang, 2000, True triaxial strength and deformability of the KTB deep hole amphibolite, J Geophys Res, 105, 18,999, 10.1029\u002F2000JB900184",{"doi":300},"10.1029\u002F2000JB900184",{"id":18,"text":302,"url":18,"identifiers":303},"Colmenares, 2002, A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks, Int J Rock Mech Min Sci, 39, 695, 10.1016\u002FS1365-1609(02)00048-5",{"doi":304},"10.1016\u002FS1365-1609(02)00048-5",{"id":18,"text":306,"url":18,"identifiers":307},"Al-Ajmi, 2005, Relation between the Mogi and the Coulomb failure criteria, Int J Rock Mech Min Sci, 42, 431, 10.1016\u002Fj.ijrmms.2004.11.004",{"doi":308},"10.1016\u002Fj.ijrmms.2004.11.004",{"id":18,"text":310,"url":18,"identifiers":311},"Al-Ajmi, 2006, Stability analysis of vertical boreholes using the Mogi–Coulomb failure criterion, Int J Rock Mech Min Sci, 43, 1200, 10.1016\u002Fj.ijrmms.2006.04.001",{"doi":312},"10.1016\u002Fj.ijrmms.2006.04.001",{"id":18,"text":314,"url":18,"identifiers":315},"Mogi, 1967, Effect of the intermediate principal stress on rock failure, J Geophys Res, 72, 5117, 10.1029\u002FJZ072i020p05117",{"doi":316},"10.1029\u002FJZ072i020p05117",{"id":18,"text":318,"url":18,"identifiers":319},"You, 2001, Strength criterion of rock and the effect of intermediate principal stress, J Jiaozuo Inst Technol, 20, 474",{},{"id":18,"text":321,"url":18,"identifiers":322},"Kulatilake, 2006, A new rock mass failure criterion for biaxial loading conditions, Geotech Geol Eng, 24, 871, 10.1007\u002Fs10706-005-7465-9",{"doi":323},"10.1007\u002Fs10706-005-7465-9",{"id":18,"text":325,"url":18,"identifiers":326},"von Karman, 1911, Festigkeitsversuche unter all seitigem Druck, Z Verein Deut Ingr, 55, 1749",{},{"id":18,"text":328,"url":18,"identifiers":329},"Bőker, 1915, Die Mechanik der bleibenden Formanderung in kristallinisch aufgebauten Ko˝rpern, Verhandl, Deut Ingr Mitt Forsch, 175, 1",{},{"id":18,"text":331,"url":18,"identifiers":332},"Handin, 1967, Effect of the intermediate principal stress on the failure of limestone, dolomite, and glass at different temperature and strain rate, J Geophys Res, 72, 611, 10.1029\u002FJZ072i002p00611",{"doi":333},"10.1029\u002FJZ072i002p00611",{"id":18,"text":335,"url":18,"identifiers":336},"You, 2002, Failure properties and Coulomb criterion of rock specimen in pseudo-triaxial compression, J Geomech, 8, 179",{},{"id":18,"text":338,"url":18,"identifiers":339},"Yoshinaka R, Yamabe T. A strength criterion of rocks and rock masses. 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Mech Min Sci, 103, 68, 10.1016\u002Fj.ijrmms.2018.01.015\nSchoenball, 2014, Time-dependent brittle creep as a mechanism for time-delayed wellbore failure, Int J Rock Mech Min Sci, 70, 400, 10.1016\u002Fj.ijrmms.2014.05.012\nLi, 2000, Time-dependent tests on intact rocks in uniaxial compression, Int J Rock Mech Min Sci, 37, 467, 10.1016\u002FS1365-1609(99)00073-8\nBrantut, 2012, Micromechanics of brittle creep in rocks, J Geophys Res, 117, 10.1029\u002F2012JB009299\nAydan, 2014, ISRM suggested methods for determining the creep characteristics of rock, Rock Mech Rock Eng, 47, 275, 10.1007\u002Fs00603-013-0520-6\nMatsushima, 1960, On the flow and fracture of igneous rocks, Disaster Prev Res Inst Kyoto Univ Bull, 36, 2\nScholz, 1968, Mechanism of creep in brittle rock, J Geophys Res, 73, 3295, 10.1029\u002FJB073i010p03295\n1971, Fracture and flow of rocks under high triaxial compression, J Geophys Res, 76, 1255, 10.1029\u002FJB076i005p01255\nZhao, 2018, Brittle-ductile transition and failure mechanism of Jinping marble under true triaxial compression, Eng Geol, 232, 160, 10.1016\u002Fj.enggeo.2017.11.008\nCristescu, 1998\nZhao, 2018, Time-dependent behaviour and modeling of Jinping marble under true triaxial compression, Int J Rock Mech Min Sci, 110, 218, 10.1016\u002Fj.ijrmms.2018.08.009\nMogi, 1977, Dilatancy of rocks under general triaxial stress state with special reference to earthquake precursors, J Phys Earth, 25, 203, 10.4294\u002Fjpe1952.25.Supplement_S203\nChang, 2000, True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolite, J Geophys Res, 105, 18999, 10.1029\u002F2000JB900184\nBrowning, 2017, Acoustic characterization of crack damage evolution in sandstone deformed under conventional and true triaxial loading, J Geophys Res, 122, 4395, 10.1002\u002F2016JB013646\nFeng, 2018, A novel true triaxial apparatus for studying the time-dependent behaviour of hard rocks under high stress, Rock Mech Rock Eng, 10.1007\u002Fs00603-018-1516-z\nFeng, 2019, ISRM suggested method: determining deformation and failure characteristics of rocks subjected to true triaxial compression, Rock Mech Rock Eng, 10.1007\u002Fs00603-019-01782-z\nMartin, 1994, The progressive fracture of Lac du Bonnet granite, Int J Rock Mech Min Sci Geomech Abstr 1944, 31, 643, 10.1016\u002F0148-9062(94)90005-1\nHeap, 2015, Time-dependent compaction band formation in sandstone, J Geophys Res, 120, 4808, 10.1002\u002F2015JB012022\nNicolas, 2017, Brittle and Semi-brittle creep of Tavel limestone deformed at room temperature, J Geophys Res, 10.1002\u002F2016JB013557\nCharles, 1958, Static fatigue of glass, Int J Appl Phys, 29, 1549, 10.1063\u002F1.1722991\nZhao, 2019, Brittle and ductile creep of Jinping marble under true triaxial stress, Eng. 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of a discontinuity controlled rock slope at dagangshan hydropower station using three-dimensional discontinuous deformation analysis, Int J Rock Mech Min Sci, 130, 104313, 10.1016\u002Fj.ijrmms.2020.104313\nAbuov, 1988, Studies of the effect of dynamic processes during explosive break-out upon the roof of mining excavations, Sov Min Sci, 24, 581, 10.1007\u002FBF02498618\nLu, 2012, Dynamic response of rock mass induced by the transient release of in-situ stress, Int J Rock Mech Min Sci, 53, 129, 10.1016\u002Fj.ijrmms.2012.05.001\nLi, 2014, Influence of stress path on excavation unloading response, Tunn Undergr Space Technol, 42, 237, 10.1016\u002Fj.tust.2014.03.002\nWu, 2019, Modeling and simulation of dynamic unloading of prestressed rock mass, CMES-Comp Model Eng Sci., 120, 421\nLu, 2005, Study on the mechanism of the loosing of the jointed rock mass caused by the dynamic unloading of initial stress during rock blasting, Chin J Rock Mech Eng, 24, 4653\nLuo, 2015, Simulation experiment 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An integrated approach to assess the petrophysical properties of rocks altered by rock\u002Ffluid interactions (CO2 injection). Paper SCA Presented at the Society of Core Analysts Symposium, Toronto, Canada.\nEgermann P, Bemer E, Ziszner B. An experimental investigation of the rock properties evolution associated to different levels of CO2 injection like alternation processes. Paper SCA Presented at the Society of Core Analysts Symposium, Trondheim, Norway.\nIzgec, 2008, CO2 injection into saline carbonate aquifer formations I: laboratory investigations, Transp Porous Media, 72, 1, 10.1007\u002Fs11242-007-9132-5\nBemer, 2009, From injectivity to integrity studies of CO2 geological storage. Chemical alteration effects on carbonates petrophysical and geomechanical properties, Oil Gas Sci Technol, 65, 445, 10.2516\u002Fogst\u002F2009028\nNguyen MT, Bemer J, Dormieux L. Micromechanical modeling of carbonate geomechanical properties evolution during acid gas injection. Paper ARMA Presented at the 45th U.S. Mechanics\u002FGeomechanics Symposium, San Francisco, USA.\nPeter, 2007, Homogenisation in domains with evolving microstructure, Comptes Rendus Mécanique, 335, 357, 10.1016\u002Fj.crme.2007.05.024\nMeier, 2007, A two-scale modelling approach to reaction-diffusion processes in porous materials, Comput Mater Sci, 39, 29, 10.1016\u002Fj.commatsci.2006.02.017\nLewandowska, 2012, Modeling by homogenization of the long-term rock dissolution and geomechanical effects, 135\nCoussy, 2004\nDoughty, 2004, Modeling supercritical carbon dioxide injection in heterogeneous porous media, Vadose Zone J, 3, 837, 10.2113\u002F3.3.837\nKumar, 2005, Reservoir simulations of CO2 geological storage in deep saline aquifers, SPE J, 10, 336, 10.2118\u002F89343-PA\nHovorka, 2006, Measuring permanence of CO2 storage in saline formations: the frio experiment, Environ Geosci, 13, 105, 10.1306\u002Feg.11210505011\nWojtacki, 2015, Numerical computations of rock dissolution and geomechanical effects for CO2 geological storage, Int J Numer Anal Methods Geomech, 39, 482, 10.1002\u002Fnag.2316\nMatheron, 1975\nSerra, 1982, 1\nJeulin, 2000, Random texture models for material structures, Stat Comput, 10, 121, 10.1023\u002FA:1008942325749\nWojtacki K. Coupling between transport, mechanical properties and degradation by dissolution of rock reservoir [Ph.D. thesis]. University of Montpellier, France, 2015.\nMatheron S. Eléments pour une théorie des milieux poreux. Masson, Paris, 1967.\nSoille, 2004\n2010\nTorquato, 1982\nLantuéjoule, 2002\nNait-Ali, 2015, Catching the time evolution of microstructure morphology from dynamic covariograms, Comptes Rendus Mécanique, 343, 301, 10.1016\u002Fj.crme.2015.02.005\nDullien, 1991\nBear, 1972\nMarchand-Maillet, 2000\nShapiro, 2002\nBakke, 1997, 3-d pore-scale modelling of sandstones and flow simulations in the pore networks. 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Initiation, growth and interaction of fractures, Int J Rock Mech Min Sci Geomech Abstr, 27, 409, 10.1016\u002F0148-9062(90)92714-P","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F014890629092714P",{"doi":1400},"10.1016\u002F0148-9062(90)92714-p",{"id":1025,"text":1402,"url":1027,"identifiers":1403},"Haimson, 1989, Borehole breakouts and in situ stress, 17",{"doi":1029},{"id":18,"text":1405,"url":18,"identifiers":1406},"Mastin, 1984",{},{"id":18,"text":1408,"url":18,"identifiers":1409},"Hoek, 1965",{},{"id":1411,"text":1412,"url":1413,"identifiers":1414},"e630076c-2690-44bd-b6b5-1a9420f54a4c","Brace, 1968, A test of the law of effective stress for crystalline rocks of low porosity, Int J Rock Mech Min Sci Geomech Abstr, 5, 415, 10.1016\u002F0148-9062(68)90045-4","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F0148906268900454",{"doi":1415},"10.1016\u002F0148-9062(68)90045-4",{"id":1025,"text":1417,"url":1027,"identifiers":1418},"Jiayou, 1989, The brittle failure of rock around underground openings",{"doi":1029},{"id":1025,"text":1420,"url":1027,"identifiers":1421},"Kirsten, 1979, Control of fracturing in mine rock passes",{"doi":1029},{"id":1025,"text":1423,"url":1027,"identifiers":1424},"Martin, 1989, Failure observations and in situ stress domains at the Underground Research Laboratory",{"doi":1029},{"id":1426,"text":1427,"url":1428,"identifiers":1429},"e42ee810-f7d9-4792-a3b8-4ac8f3d96774","Martin, 1994, The progressive fracture of Lac du Bonnet granite, Int J Rock Mech Min Sci Geomech Abstr, 31, 643, 10.1016\u002F0148-9062(94)90005-1","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F0148906294900051",{"doi":1430},"10.1016\u002F0148-9062(94)90005-1",{"id":1025,"text":1432,"url":1027,"identifiers":1433},"Ortlepp, 1984, Performance of an experimental tunnel subjected to stresses ranging from 50 MPa to 230 MPa, 337",{"doi":1029},{"id":1435,"text":1436,"url":1437,"identifiers":1438},"36d35d35-9b2b-482e-9ad3-a5445f6affad","Pelli, 1991, An interpretation of ground movements recorded during construction of the Donkin-Morien tunnel, Can Geotech J, 28, 239, 10.1139\u002Ft91-030","http:\u002F\u002Fwww.nrcresearchpress.com\u002Fdoi\u002F10.1139\u002Ft91-030",{"doi":1439},"10.1139\u002Ft91-030",{"id":1025,"text":1441,"url":1027,"identifiers":1442},"Stacey, 1977, Stress fracturing around a deep-level bored tunnel, J. 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