Abstract
The dominant anisotropy (foliation and bedding) of geological materials, especially of foliated metamorphic rocks such as slates, gneisses, phyllites or schists, and sedimentary rocks with bedding planes, leads to complex fracture mechanical behavior. A series of Brazilian tests on Mosel slate were conducted considering different foliation-loading angles. Fracture patterns and strength of samples were analyzed. In addition, the deformation process and failure behavior of the foliated rock samples during the Brazilian tests were simulated using the discrete element method. The influence of anisotropic strength parameters of weak planes was studied numerically. A diagram of failure mode distribution marked with typical failure fracture patterns for Brazilian tests of transverse isotropic rocks was developed, which results in better understanding of failure modes of Brazilian tests on foliated rocks and allows a more reliable interpretation of strength parameters. It reveals, how the microparameters influence the bearing capacity and failure modes of Brazilian tests for anisotropic rocks.
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References
Amadei B, Rogers JD, Goodman RE (1983) Elastic constants and tensile strength of the anisotropic rocks. Proceedings of the Fifth Congress of International Society of Rock Mechanics, Melbourne, pp 189–96
Barton NR (1976) The shear strength of rock and rock joints. Int J Mech Min Sci Geomech Abstr 13(10):1–24
Chen C, Pan E, Amadei B (1998) Determination of deformability and tensile strength of anisotropic rock using Brazilian tests. Int J Rock Mech Min Sci 35:43–61
Cundall PA, Hart RD (1992) Numerical modeling of discontinue. In: Hudson JA (ed) Comprehensive rock engineering, vol 2, Oxford, pp 231–243
Dan QD, Konietzky H, Herbst M (2013) Brazilian tensile strength tests on some anisotropic rocks. Int J Rock Mech Min Sci 58:1–7
Debecker B, Vervoort A (2009) Experimental observation of fracture patterns in layered slate. Int J Fract 159:51–62
Deutsche Gesellschaft für Geotechnik (2008) lndirekter Zugversuch an Gesteinsproben––Spaltzugversuch, Bautechnik, Ernst & Sohn, Berlin
Goodman RE (1989) Introduction to rock mechanics. Wiley, New York
Hoek E (2007) Practical rock engineering. http://www.rocscience.com/hoek. Accessed 22 Feb 2013
Hondros G (1959) The evaluation of Poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with a particular reference to concrete. Aust J Appl Sci 10:243–268
ISRM (1978) Suggested methods for determining tensile strength of rock materials. Int J Rock Mech Min Sci 15:99–103
Istvan JA, Evans LJ, Weber JH (1997) Rock mechanics for gas storage in bedded salt caverns. Int J Rock Mech Min Sci 34:3–4
Itasca (2006) UDEC Universal Distinct Element Code––theory and background. ICG, USA
Jing J, Hudson JA (2002) Numerical methods in rock mechanics. Int J Rock Mech Min Sci 39:409–427
Lekhnitskii SG (1968) Anisotropic plates. Gordon and Breach, New York
McLamore R, Gray KE (1967) The mechanical behavior of the anisotropic sedimentary rocks. J Eng Ind 89:62–76
Seto M, Nag DK, Vutukuri VS, Katasuyama K (1997) Effect of chemical additions on the strength of sandstone. Int J Rock Mech Min Sci 34:3–4
Tavallali A, Vervoort A (2008) Failure of transversely isotropic rock material: effect of layer orientation and material properties. In: Proceedings 6th International. Symposium Ground Support, Mining, Civil Engineering and Construction, Cape Town, pp 317–28
Tavallali A, Vervoort A (2010) Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions. Int J Rock Mech Min Sci 47:313–322
Tavallali A, Debecker B, Vervoort A (2007) Evaluation of Brazilian tensile strength in transversely isotropic sandstone. In: Olalla C, Grossmann, Ribeiro L (eds) Proceedings 11th International Congress Rock Mechanics, Lisbon, pp 269–72
Tien YM, Kuoa MC, Juang GH (2006) An experimental investigation of the failure mechanism of simulated transversely isotropic rocks. Int J Rock Mech Min Sci 43:1163–1181
Zhou Z, Li X, Zou Y, Jiang Y, Li G (2014) Dynamic Brazilian tests of granite under coupled static and dynamic loads. Rock Mech Rock Eng 47:495–505
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Tan, X., Konietzky, H., Frühwirt, T. et al. Brazilian Tests on Transversely Isotropic Rocks: Laboratory Testing and Numerical Simulations. Rock Mech Rock Eng 48, 1341–1351 (2015). https://doi.org/10.1007/s00603-014-0629-2
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DOI: https://doi.org/10.1007/s00603-014-0629-2