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Mechanical Properties and Acoustic Emission Characteristics of the Bedrock of a Hydropower Station under Cyclic Triaxial Loading

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Abstract

The bedrock of hydropower stations is susceptible to irreversible failure due to dynamic unloading and loading related to earthquakes, rock bursts or blasting. To ensure operational safety, the damage evolution process of bedrock under cyclic loading must be investigated. Hence, this study investigates the mechanical properties and acoustic emission (AE) characteristics of the bedrock from different positions of the Badantoru hydropower station under different confining pressures. First, the relationship between the dynamic elastic modulus and residual strain is analyzed, and then the brittleness and damage of the rocks are quantitatively characterized. Subsequently, the failure process and crack development of the rocks are revealed from the obtained AE characteristics. The results show that as the applied confining pressure increases, the peak differential stress and fatigue life of the rock specimens increase; whereas, the shear failure angle decreases. Under the same confining pressure, the rocks with a greater number of internal joints and pores (Dam Site I) have a lower bearing capacity under cyclic loading, a greater brittleness after strain softening, and a smaller shear failure angle. With increasing plastic strain, all of the specimens exhibit cyclic softening, and an obvious four-stage fatigue damage evolution can be observed.

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References

  • Amitrano D (2003) Brittle-ductile transition and associated seismicity: Experimental and numerical studies and relationship with the b value. J Geophys Res 108(B1):1–15

    Google Scholar 

  • Arzúa J, Alejano LR (2013) Dilation in granite during servo-controlled triaxial strength tests. Int J Rock Mech Min Sci 61:43–56

    Google Scholar 

  • Bagde MN, Petroš V (2005a) Waveform effect on fatigue properties of intact sandstone in uniaxial cyclical loading. Rock Mech Rock Eng 38(3):169–196

    Google Scholar 

  • Bagde MN, Petroš V (2005b) Fatigue properties of intact sandstone samples subjected to dynamic uniaxial cyclical loading. Int J Rock Mech Min Sci 42(2):237–250

    Google Scholar 

  • Bagde MN, Petroš V (2009) Fatigue and dynamic energy behaviour of rock subjected to cyclical loading. Int J Rock Mech Min Sci 46(1):200–209

    Google Scholar 

  • Bésuelle P, Desrues J, Raynaud S (2000) Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37(8):1223–1237

    Google Scholar 

  • Browning J, Meredith PG, Stuart CE, Healy D, Harland S, Mitchell TM (2017) Acoustic characterization of crack damage evolution in sandstone deformed under conventional and true triaxial loading. J Geophys Res 122(6):4395–4412

    Google Scholar 

  • Chang SH, Lee CI (2004) Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission. Int J Rock Mech Min Sci 41(7):1069–1086

    Google Scholar 

  • Costin LS, Holcomb DJ (1983) A continuum model of inelasticity deformed brittle rock based on the mechanics of microcracks. In: Desai CS, Gallagher RH (eds) Constitutive laws for engineering materials theory and application. Proceedings of the international conference, Tucson, Arizona, USA

  • Cox SJD, Meredith PG (1993) Microcrack formation and material softening in rock measured by monitoring acoustic emissions. Int J Rock Mech Min Sci Geomech Abstr 30(1):11–24

    Google Scholar 

  • Gao Y, Feng XT (2019) Study on damage evolution of intact and jointed marble subjected to cyclic true triaxial loading. Eng Fract Mech 215:224–234

    Google Scholar 

  • Ge XR, Yu J, Lu YD (2003) Testing study on fatigue deformation law of rock under cyclic loading. Chin J Rock Mechan Eng 22(10):1581–1585

    Google Scholar 

  • Goodman RE (1963) Subaudible noise during compression of rocks. Geol Soc Am Bull 74(4):487–490

    Google Scholar 

  • Gutenberg B, Richter CF (1944) Frequency of earthquakes in California. B Seismol Soc Am 34(4):185–188

    Google Scholar 

  • Holcomb DJ (1993) General theory of the Kaiser effect. Int J Rock Mech Min Sci Geomech Abstr 30(7):929–935

    Google Scholar 

  • Kurita K, Fujii N (1979) Stress memory of crystalline rocks in acoustic emission. Geophys Res Lett 6(1):9–12

    Google Scholar 

  • Lei X (2019) Evolution of b-value and fractal dimension of acoustic emission events during shear rupture of an immature fault in granite. Appl Sci 9(12):2498

    Google Scholar 

  • Li N, Chen W, Zhang P, Swoboda G (2001) The mechanical properties and a fatigue-damage model for jointed rock masses subjected to dynamic cyclical loading. Int J Rock Mech Min Sci 7(38):1071–1079

    Google Scholar 

  • Liu E, Huang R, He S (2012) Effects of frequency on the dynamic properties of intact rock samples subjected to cyclic loading under confining pressure conditions. Rock Mech Rock Eng 45(1):89–102

    Google Scholar 

  • Liu X, Liang Z, Zhang Y, Wu X, Liao Z (2015) Acoustic emission signal recognition of different rocks using wavelet transform and artificial neural network. Shock Vib 6:1–14

    Google Scholar 

  • Liu Y, Dai F, Fan PX, Xu NW, Dong L (2017a) Experimental investigation of the influence of joint geometric configurations on the mechanical properties of intermittent jointed rock models under cyclic uniaxial compression. Rock Mech Rock Eng 50:1453–1471

    Google Scholar 

  • Liu Y, Dai F, Zhao T,  Xu NW (2017b) Numerical investigation of the dynamic properties of intermittent jointed rock models subjected to cyclic uniaxial compression. Rock Mech Rock Eng 50(1):89–112

    Google Scholar 

  • Liu Y, Dai F (2018) A damage constitutive model for intermittent jointed rocks under cyclic uniaxial compression. Int J Rock Mech Min Sci 103:289–301

    Google Scholar 

  • Liu Y, Dai F, Dong L, Xu NW, Feng P (2018a) Experimental investigation of the fatigue mechanical properties of intermittent jointed rock models under cyclic uniaxial compression with different loading parameters. Rock Mech Rock Eng 51:47–68

    Google Scholar 

  • Liu Y, Dai F, Xu NW, Zhao T, Feng P (2018b) Experimental and numerical investigation on the tensile fatigue properties of rocks using the cyclic flattened Brazilian disc method. Soil Dyn Earthq Eng 105:68–82

    Google Scholar 

  • Lockner DA, Byerlee JD (1980) Development of fracture planes during creep in granite. In: 2nd conference on acoustic emission/microseismic activity in geological structure and materials, 1-25, Trans Tech, Clausthal-Zellerfeld, Germany

  • Lockner DA, Byerlee JD, Kuksenko V, Ponomarev A, Sidorin A (1991a) Quasi-static fault growth and shear fracture energy in granite. Nature 350(6313):39–42

    Google Scholar 

  • Lockner DA, Byerlee JD, Kuksenko V, Ponomarev A, Sidorin A (1991b) Observations of quasi-static fault growth from acoustic emission. Fault mechanics and transport properties of rocks, San Diego, California

    Google Scholar 

  • Lockner D (1993) The role of acoustic emission in the study of rock fracture. Int J Rock Mech Min Sci Geomech Abstr 30(7):883–899

    Google Scholar 

  • Main IG, Meredith PG (1989) Classification of earthquake precursors from a fracture mechanics model. Tectonophysics 167(2–4):273–283

    Google Scholar 

  • Manthei G, Eisenblätter J (2008) Acoustic emission in study of rock stability. Acoustic emission testing. Springer, Berlin, Heidelberg, pp 239–310

    Google Scholar 

  • Meredith PG, Atkinson BK (1983) Stress corrosion and acoustic emission during tensile crack propagation in whin sill dolerite and other basic rocks. Geophys J Int 75(1):1–21

    Google Scholar 

  • Meredith PG, Main IG, Jones C (1990) Temporal variations in seismicity during quasi-static and dynamic rock failure. Tectonophysics 175(1):249–268

    Google Scholar 

  • Momeni A, Karakus M, Khanlari GR, Heidari M (2015) Effects of cyclic loading on the mechanical properties of a granite. Int J Rock Mech Min Sci 100(77):89–96

    Google Scholar 

  • Sammonds PR, Ayling MR, Meredith PG, Murrell SAF, Jones C (1989) A laboratory investigation of acoustic emission and elastic wave velocity changes during rock failure under triaxial stresses. International society for rock mechanics and rock engineering, ISRM International Symposium

    Google Scholar 

  • Taheri A, Royle A, Yang Z, Zhao Y (2016) Study on variations of peak strength of a sandstone during cyclic loading. Geomech Geophysic Geo-Energy Geo-Resour 2(1):1–10

    Google Scholar 

  • Taheri A, Hamzah N, Dai Q (2017) Degradation and improvement of mechanical properties of rock under triaxial compressive cyclic loading. Japanese Geotech Soc Spec Public 5(2):71–78

    Google Scholar 

  • Ulusay R (2015) The ISRM suggested methods for rock characterization, testing and monitoring: 2007–2014. Springer, New York

    Google Scholar 

  • Wang S, Xu W, Wang W, Jia C (2018) Experimental and numerical investigations on the mechanical behavior of fine-grained sandstone. Int J Geomech 18(2):04017150

    Google Scholar 

  • Wang QS, Chen JX, Guo JQ, Luo YB, Wang HY, Liu Q (2019a) Acoustic emission characteristics and energy mechanism in karst limestone failure under uniaxial and triaxial compression. B Eng Geol Environ 78(3):1427–1442

    Google Scholar 

  • Wang S, Xu W, Sun M, Wang W (2019b) Experimental investigation of the mechanical properties of fine-grained sandstone in the triaxial cyclic loading test. Environ Earth Sci 78(14):416

    Google Scholar 

  • Wang S, Wang H, Xu W, Qian W (2019c) Investigation on mechanical behaviour of dacite under loading and unloading conditions. Géotechnique Letters 9(2):1–6

    Google Scholar 

  • Xiao JQ, Ding DX, Jiang FL, Xu G (2010) Fatigue damage variable and evolution of rock subjected to cyclic loading. Int J Rock Mech Min Sci 3(47):461–468

    Google Scholar 

  • Yang YJ, Wang DC, Guo MF, Li B (2014) Study of rock damage characteristics based on acoustic emission tests under triaxial compression. Chin J Rock Mechan Eng 33(1):98–104

    Google Scholar 

  • Yang SQ, Tian WL, Ranjith PG (2017) Experimental investigation on deformation failure characteristics of crystalline marble under triaxial cyclic loading. Rock Mech Rock Eng 50(11):2871–2889

    Google Scholar 

  • Yoshinaka R, Osada M, Tran TV (1996) Deformation behaviour of soft rocks during consolidated-undrained cyclic triaxial testing. Int J Rock Mech Min Sci 33(6):557–572

    Google Scholar 

  • Yoshinaka R, Tran TV, Osada M (1998) Non-linear, stress-and strain-dependent behavior of soft rocks under cyclic triaxial conditions. Int J Rock Mech Min Sci 35(7):941–955

    Google Scholar 

  • Zhang X, Zhang Q, Wu S (2017) Acoustic emission characteristics of the rock-like material containing a single flaw under different compressive loading rates. Comput Geotech 83:83–97

    Google Scholar 

  • Zhang S, Wu S, Duan K (2019) Study on the deformation and strength characteristics of hard rock under true triaxial stress state using bonded-particle model. Comput Geotech 112:1–16

    Google Scholar 

  • Zhao G, Wang C, Liang D (2018) Comparative experimental studies of acoustic emission characteristics of sandstone and mudstone under the impacts of cyclic loading and unloading. Int J Distrib Sens N 14(8):1550147718795552

    Google Scholar 

Download references

Acknowledgements

The authors thank the Youth Science and Technology Innovation Research Team Fund of Sichuan Province (No. 2020JDTD0001), the National Natural Science Foundation of China (No. 51779164), the Fundamental Research Funds for the Central Universities (Student project) and the Research and innovation plan of Jiangsu Province (No. KYCX20_0471) for financial support.

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Correspondence to Feng Dai.

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Zhu, XY., Chen, XD. & Dai, F. Mechanical Properties and Acoustic Emission Characteristics of the Bedrock of a Hydropower Station under Cyclic Triaxial Loading. Rock Mech Rock Eng 53, 5203–5221 (2020). https://doi.org/10.1007/s00603-020-02218-9

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  • DOI: https://doi.org/10.1007/s00603-020-02218-9

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