Evaluation of Methods for Determining Crack Initiation in Compression Tests on Low-Porosity Rocks

Mohsen Nicksiar1, C. Derek Martin2
1Department of Civil & Environmental Engineering, University of Alberta, Edmonton, Canada
2Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada

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Andersson C, Martin CD, Stille H (2009) The Äspö pillar stability experiment: part II—rock mass response to coupled excavation-induced and thermal-induced stresses. Int J Rock Mech Min Sci 46(5):865–878

Bieniawski ZT (1967a) Mechanism of brittle fracture of rock, part I—theory of the fracture process. Int J Rock Mech Min Sci Geomech Abstr 4(4):395–406

Bieniawski ZT (1967b) Mechanism of brittle fracture of rock, part II—experimental studies. Int J Rock Mech Min Sci Geomech Abstr 4(4):407–423

Brace WF, Paulding B, Scholz C (1966) Dilatancy in the fracture of crystalline rocks. J Geophys Res 71:3939–3953

Brown ET (ed) (1981) Rock characterization, testing and monitoring, ISRM suggested methods. Pergamon Press, Oxford

Cook NGW (1963) The basic mechanics of rockbursts. J South Afr Inst Min Metall 63:71–81

Diederichs MS (2007) The 2003 Canadian Geotechnical Colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling. Can Geotech J 44:1082–1116

Diederichs MS, Kaiser P, Eberhardt E (2004) Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation. Int J Rock Mech Min Sci 41(5):785–812

Eberhardt E, Stead D, Stimpson B, Read R (1998) Identifying crack initiation and propagation thresholds in brittle rocks. Can Geotech J 35(2):222–233

Fairhurst C, Cook NGW (1966) The phenomenon of rock splitting parallel to the direction of maximum compression in the neighbourhood of a surface. In: Proceedings of the 1st congress of the international society of rock mechanics, Lisbon, pp 687–692

Glamheden R, Fälth B, Jacobsson L, Harrström J, Berglund G, Bergkvist L (2010) Counterforce applied to prevent spalling. Technical Report TR-10-37, Swedish Nuclear Fuel and Waste Management Co, Stockholm, Sweden

Griffith AA (1921) The phenomena of rupture and flow in solids. Philos Trans R Soc Lond 221A:163–198

Griffith AA (1924) Theory of rupture. In: Biezeno CB, M BJ (eds) Proceedings of the first international congress on applied mechanics, Delft, Tech. Boekhandel en Drukkerij J Walter Jr, Delft, pp 55–63

Hallbauer DK, Wagner H, Cook NGW (1973) Some observations concerning the microscopic and mechanical behaviour of quartzite specimens in stiff, triaxial compression tests. Int J Rock Mech Min Sci Geomech Abstr 10:713–726

Hardy HR (1981) Applications of acoustic emission techniques to rock and rock structures: a state of the art review. In: Drnevich G (ed) Acoustic emission in geotechnical engineering practice, ASTM STP750, pp 4–92

Hoek E, Brown ET (1980) Underground excavations in rock. The Institution of Mining and Metallurgy, London

Janson T, Ljunggren B, Bergman T (2007) Modal analysis on rock mechanical specimens. Specimen from borehole KLX03, KLX04, KQ0065G, KF0066A and KF0069A. Oskarshamn site investigation. SKB P-07-03, Swedish Nuclear Fuel and Waste Management Co., Stockholm, Sweden

Lajtai EZ (1974) Brittle fracture in compression. Int J Fract Mech 10:525–536

Lockner DA, Byerlee JD, Kuksenko V, Ponomarev A, Sidorin A (1991) Quasi-static fault growth and shear fracture energy in granite. Nature 350:39–42

Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci Geomech Abstr 31(6):643–659

Martin CD, Christiansson R (2009) Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock. Int J Rock Mech Min Sci 46:219–228

Martin CD, Kaiser PK, McCreath DR (1999) Hoek–Brown parameters for predicting the depth of brittle failure around tunnels. Can Geotech J 36(1):136–151

Moore DE, Lockner DA (1995) The role of microcracking in shear-fracture propagation in granite. J Struct Geol 17(1):95–114

Murrell SAF (1963) A criterion for brittle fracture of rocks and concrete under triaxial stress, and the effect of pore pressure on the criterion. In: Fairhurst C (ed) Proceedings of the 5th U.S. symposium on rock mechanics, Pergamon Press, New York, pp 563–577

Read RS (2004) 20 years of excavation response studies at AECL’s Underground Research Laboratory. Int J Rock Mech Min Sci 41(8):1251–1275

Rojat F, Labiouse V, Kaiser PK, Descoeudres F (2009) Brittle rock failure in Steg Lateral Adit of the Lötschberg Base Tunnel. Rock Mech Rock Eng 42:341–359

Stacey TR (1981) A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Min Sci Geomech Abstr 18:469–474

Thompson BD, Young RP, Lockner DA (2006) Fracture in Westerly granite under AE feedback and constant strain rate loading: nucleation, quasi-static propagation, and the transition to unstable fracture propagation. Pure Appl Geophys 163(5):995–1019

Walpole RE, Myers RH, Myers RH, Ye K (2002) Probability & statistics for engineers & scientists, 7th edn. Prentice Hall, Upper Saddle River