

Different Failure Modes of Sandstone and Shale under Brazilian Tensile Tests
Abstract
References
Sammis CG, Ashby MF (1986) The failure of brittle porous solids under compressive stress state. Acta Metall 1986.30:511–526p.
Akesson U, Hansson J, Stigh J (2004) Characterization of microcracks in the Bohus granite, western Sweden, caused by uniaxial cyclic loading. Eng Geol.2004. 72:131–142p.
Bisai R., Goel S, Hatwal A, Pal SK, Majumder AK, Nandi TK Effect of cryogenic pre-treatment on breakage characteristics of rocks. J Min Sci.2018.54(2):202-21p1.
Basu A, Aydin A (2006) Predicting uniaxial compressive strength by point load test: significance of cone penetration. Rock Mech Rock Eng .2006.39:483–490pp.
Szwedzicki TA (2007) A hypothesis on modes of failure of rock samples tested in uniaxial compression. Technical note. Rock Mech Rock Eng 40:97–104
Basu A, Celestino TB, Bortolucci AA (2009) Evaluation of rock mechanical behaviours under uniaxial compression for different weathering grades. Rock Mech Rock Eng 42:73–93pp
Santarelli FJ, Brown ET (1989) Failure of three sedimentary rocks in triaxial and hollow cylinder compression tests. Int J Rock Mech Min Sci Geomech Abstr 26:401–413p
Peng S, Johnson AM (1972) Crack growth and faulting in cylindrical specimen of chemsford granite. Int Int J Rock Mech Min Sci Geomech Abstr 9:37–86p
Amann F, Button EA, Evans KF, Gischig VS, Blumel M (2011) Experimental study of the brittle behavior of clay shale in short term unconfined compression. Rock Mech Rock Eng 44:415–430p.
Bieniawski ZT (1984) Rock mechanics design in mining and tunneling. AA Balkema, Rotterdam
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