Abstract
Dynamic disasters such as rock bursts are essentially the result of dynamic propagation of cracks in rocks. In order to acquire the characteristics of crack propagation and the evolution of acoustic emissions (AE) signals corresponding to rupture scale, the features of different cracking levels in the time and frequency domains were obtained by uniaxial compression tests equipped with AE instruments. AE signals showed a “sudden increase” and “relative quiet period” before peak strength was reached, indicating that rocks presented features of multilevel progressive crack propagation. The “sudden increase point” corresponded to local large-scale cracks, while energy accumulated through “the relative quiet period” provided the conditions for further expansion of local macroscopic cracks. Cracking levels of granite under uniaxial compression were divided into eight stages in terms of time and frequency. AE signal features of each stage and the three main signals for each cracking levels were revealed. The dynamic evolution relationship between b value and crack propagation levels was obtained at different loading stages. Results provide scientific theoretical guidance for precursory information regarding the failure and prediction of rock bursts.
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig1_HTML.jpg)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig2_HTML.jpg)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig3_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig4_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig5_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig6_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig7_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs10706-018-00778-w/MediaObjects/10706_2018_778_Fig8_HTML.png)
Similar content being viewed by others
References
Agioutantis Z, Kaklis K, Mavrigiannakis S et al (2016) Potential of acoustic emission from three point bending tests as rock failure precursors. Int J Min Sci Technol 26(1):155–160
Cao SG, Liu YB, Li Y et al (2009) Experimental study on acoustic emission characteristics of coal rock at different confining pressure. J Chongqing Univ 32(11):1321–1327
Damjanac B, Fairhurst C (2010) Evidence for a long-term strength threshold in crystalline rock. Rock Mech Rock Eng 43(5):1–19
Diederichs MS (2007) The 2003 Canadian geotechnical colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunneling. Can Geotech J 44:1082–1116
Ji HG, Lu X (2015) Characteristics of acoustic emission and rock fracture precursors of granite under conventional triaxial compression. Chin J Rock Mech Eng 34(04):694–702
Ji HG, Zhang YZ, ** Y et al (2012) Experimental study of confining pressure effect on acoustic emission characteristics of monzonite granite under triaxial compression. Chin J Rock Mech Eng 31(6):1162–1168
Jia XN (2013) Experimental study on acoustic emission eigen-frequency spectrum features of strain bursts. China University of Mining and Technology, Bei**g
Li YH, Liu JP, Zhao XD et al (2009) Study on b-value and fractal dimension of acoustic emission during rock failure process. Rock Soil Mech 30(9):2559–2564
Li N, Wang EY, Zhao EL et al (2010) Experiment on acoustic emission of rock damage and fracture under cyclic loading and multi-stage loading. J China Coal Soc 35(7):1099–1103
Li B, Sun Q, Wang SY et al (2013) Experimental analysis of the acoustic emission characteristics of sandstone specimens under uniaxial loading test. China Earthq Eng J 35(1):114–118
Liu LQ, Ma SL, Ma J et al (2001) Temporal scanning of b value and spectrum of AE activity for samples with different textures and their physical implications. Seismol Geol 23(4):481–492
Manthei G (2005) Characterization of acoustic emission sources in a rock salt specimen under triaxial compression. Bull Seismol Soc Am 95(5):1674–1700
Morgan SP, Johnson CA, Einstein HH (2013) Cracking processes in Barre granite: fracture process zones and crack coalescence. Int J Fract 180(2):177–204
Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks. Rock Mech Rock Eng 45(4):607–617
Nicksiar M, Martin CD (2014) Factors affecting crack initiation in low porosity crystalline rocks. Rock Mech Rock Eng 47(4):1165–1181
Stefano DS, Adrienn KT (2013) Laboratory and field studies on the use of acoustic emission for masonry bridges. Nondestruct Test Eval Int 55(3):64–74
Wei JL, Liu SJ, Wu LX et al (2015) Comparative analysis on different AE parameters in biaxial loading of hole rock. J Min Saf Eng 32(6):1017–1025
Zeng P, Liu Y, Ji H (2017) Coupling criteria and precursor identification characteristics of multi-band acoustic emission of gritstone fracture under uniaxial compression. Chin J Geotech Eng 39(03):509–517
Zhang YB, Yu G, Tian B et al (2017) Experimental study of acoustic emission signal dominant-frequency characteristics of rockburst in a granite tunnel. Rock Soil Mech 38(5):1258–1266
Zhang YB, Liang P, Tian B et al (2018) Multi parameter coupling analysis of acoustic emission signals of granite disaster and the precursor characteristics of the main rupture. Chin J Rock Mech Eng 43(01):95–104
Zhu Z, Chen G, **ao H et al (2018) Study on crack propagation of rock bridge based on multi parameters analysis of acoustic emission. Chin J Rock Mech Eng 37(04):909–918
Acknowledgements
This paper was supported by Project no. 2016YFC0600801 of the National Key Research and Development Plan and Key Program of National Natural Science Foundation of China (51534002). The financial aids are gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Pei, F., Ji, H. & Zhang, T. Detection of Cracking Levels in Granite by AE Signals Under Uniaxial Compression. Geotech Geol Eng 37, 2565–2576 (2019). https://doi.org/10.1007/s10706-018-00778-w
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10706-018-00778-w