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Influence of Grain Size and Saturation on the Fracture Toughness of Granitic Rocks

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Highlights

  • Cyclic loading-unloading three-point bending tests are conducted on granitic rocks

  • Fracture toughness decreases by about 10% after saturation

  • Fracture toughness increases with the decrease of mineral grain size

  • Acoustic emissions reveal the progressive damage characteristics of granitic rocks

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References

  • Amaral PM, Rosa LG, Fernandes JC (1999) Fracture toughness of different types of granite. Int J Rock Mech Min Sci 36(6):839–842

    Article  Google Scholar 

  • Chen L, Liu JF, Wang CP et al (2014a) Characterizing the mechanical tensile behavior of Beishan granite with different experimental methods. Int J Rock Mech Min Sci 69:50–58

    Article  Google Scholar 

  • Chen L, Liu JF, Wang CP et al (2014b) Characterizing of damage evolution in granite under compressive stress condition and its effect on permeability. Int J Rock Mech Min Sci 71:340–349

    Article  Google Scholar 

  • Dai F, Xia K, Nasseri MHB (2013) Micromechanical model for the rate dependence of the fracture toughness anisotropy of Barre granite. Int J Rock Mech Min Sci 63:113–121

    Article  Google Scholar 

  • Franklin JA, Sun Z, Atkinson BK et al (1988) Suggested methods for determining the fracture toughness of rock. Int J Rock Mech Min Sci Geomech Abstr 25(2):71–96

    Article  Google Scholar 

  • Hashida T, Takahashi H (1993) Significance of AE crack monitoring in fracture toughness evaluation and non-linear rock fracture mechanics. Int J Rock Mech Min Sci 30(1):47–60

    Article  Google Scholar 

  • Hudson JA, Cosgrove JW, Kemppainen K et al (2011) Faults in crystalline rock and the estimation of their mechanical properties at the Olkiluoto site, Western Finland. Eng Geol 117:246–258

    Article  Google Scholar 

  • International Atomic Energy Agency (IAEA) (2003) Scientific and technical basis for the geological disposal of radioactive wastes. Technical reports series No. 413. Vienna: IAEA

  • Meredith PG, Atkinson BK (1985) Fracture toughness and subcritical crack growth during high-temperature tensile deformation of Westerly granite and Black gabbro. Phys Earth Planet Inter 39(1):33–51

    Article  Google Scholar 

  • Nara Y, Hiroyoshi N, Yoneda T et al (2010) Effects of relative humidity and temperature on subcritical crack growth in igneous rock. Int J Rock Mech Min Sci 47(4):640–646

    Article  Google Scholar 

  • Nara Y, Morimoto K, Hiroyoshi N et al (2012) Influence of relative humidity on fracture toughness of rock: implications for subcritical crack growth. Int J Solids Struct 49(18):2471–2481

    Article  Google Scholar 

  • Nasseri MHB, Mohanty B, Robin PYB et al (2005) Characterization of microstructures and fracture toughness in five granitic rocks. Int J Rock Mech Min Sci 42(3):450–460

    Article  Google Scholar 

  • Nasseri MHB, Grasselli G, Mohanty B (2010) Fracture toughness and fracture toughness in anisotropic granitic rocks. Rock Mech Rock Eng 43(4):403–415

    Article  Google Scholar 

  • Sabri M, Ghazvinian A, Nejati HR (2016) Effect of particle size heterogeneity on fracture toughness and failure mechanism of rocks. Int J Rock Mech Min Sci 81:79–85

    Article  Google Scholar 

  • Shao JF, Hoxha D, Bart M et al (1999) Modelling of induced anisotropic damage in granites. Int J Rock Mech Min Sci 36(8):1001–1012

    Article  Google Scholar 

  • Shao JF, Chau KT, Feng XT (2006) Modelling of anisotropic damage and creep deformation in brittle rocks. Int J Rock Mech Min Sci 43(4):582–592

    Article  Google Scholar 

  • Wang J (2010) High-level radioactive waste disposal in China: update 2010. J Rock Mech Geotech Eng 2(1):1–11

    Google Scholar 

  • Wang J (2014) On area-specific underground research laboratory for geological disposal of high-level radioactive waste in China. J Rock Mech Geotech Eng 6:99–104

    Article  Google Scholar 

  • Wang Y, Hu X (2017) Determination of tensile strength and fracture toughness of granite using notched three-point-bend samples. Rock Mech Rock Eng 50(1):1–12

    Article  Google Scholar 

  • Wang H, Zhao F, Huang Z et al (2017) Experimental study of mode-I fracture toughness for layered shale based on two ISRM-suggested methods. Rock Mech Rock Eng 50(7):1933–1939

    Article  Google Scholar 

  • Wang J, Chen L, Su R et al (2018) The Beishan underground research laboratory for geological disposal of high-level radioactive waste in China: planning, site selection, site characterization and in situ tests. J Rock Mech Geotech Eng 10:411–435

    Article  Google Scholar 

  • Yin TB, Li XB, Xia KW et al (2012) Effect of thermal treatment on the dynamic fracture toughness of laurentian granite. Rock Mech Rock Eng 45(6):1087–1094

    Article  Google Scholar 

  • Yin T, Bai L, Li X et al (2018) Effect of thermal treatment on the mode I fracture toughness of granite under dynamic and static coupling load. Eng Fract Mech 199:143–158

    Article  Google Scholar 

  • Yu M, Wei C, Niu L et al (2018) Calculation for tensile strength and fracture toughness of granite with three kinds of grain sizes using three-point-bending test. PLoS ONE 13(3):e0180880

    Article  Google Scholar 

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Acknowledgements

Thanks are due to Dr. Jian Liu for assistance with the experiments and to Dr. Chunping Wang for valuable discussion. This work was supported by the National Natural Foundation of China under Grant [number 41702344] and Scientific Research Project for Young Talents of China National Nuclear Corporation “Study on prediction technology of host rock crack propagation in a multi-field coupled environment of high-level radioactive waste repository”.

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Correspondence to Liang Chen.

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Zhang, H., Chen, L., Liu, J. et al. Influence of Grain Size and Saturation on the Fracture Toughness of Granitic Rocks. Rock Mech Rock Eng 55, 7881–7886 (2022). https://doi.org/10.1007/s00603-022-03006-3

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  • DOI: https://doi.org/10.1007/s00603-022-03006-3

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