Abstract
To explore the acoustic emission (AE) characteristics of rock materials during the deformation and failure process under periodic loads, a uniaxial cyclic loading and unloading compression experiment was conducted based on an MTS 815 rock mechanics test system and an AE21C acoustic emissions test system. The relationships among stress, strain, AE activity, accumulated AE activity and duration for 180 rock specimens under 36 loading and unloading rates were established. The cyclic AE evolutionary laws with rock stress–strain variation at loading and unloading stages were analyzed. The Kaiser and Felicity effects of rock AE activity were disclosed, and the impact of the significant increase in the scale of AE events on the Felicity effect was discussed. It was observed that the AE characteristics are closely related to the stress–strain properties of rock materials and that they are affected by the developmental state and degree of internal microcracks. AE events occur in either the loading or unloading stages if the strain is greater than zero. Evolutionary laws of AE activity agree with changes in rock strain. Strain deformation is accompanied by AE activity, and the density and intensity of AE events directly reflect the damage degree of the rock mass. The Kaiser effect exists in the linear elastic stage of rock material, and the Felicity effect is effective in the plastic yield and post-peak failure stages, which are divided by the elastic yield strength. This study suggests that the stress level needed to determine a significant increase in AE activity was 70% of the i + 1 peak stress. The Felicity ratio of rock specimens decreases with the growth of loading–unloading cycles. The cycle magnitude and variation of the Felicity effect, in which loading and unloading rates play a weak role, are almost consistent.
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Abbreviations
- l r :
-
Stress loading rate
- u r :
-
Stress unloading rate
- k :
-
Slope of straight line
- FR i :
-
Felicity ratio of the ith cycle, i = 1, 2, 3, 4, 5, 6, 7
- p i+1 :
-
Current stress level when numerous AE rings occur in the i + 1 loading stage
- p imax :
-
Maximum stress level suffered in the ith cycle
- FR j :
-
Felicity ratio when stress level (pi+1) is j % of peak stress of the i + 1 cycle, j = 10, 20, 30, 40, 50, 60, 70, 80, 90
- t i :
-
Duration of the ith cycle
References
Benson PM, Thompson AB, Meredith PG, Vinciguerra S, Young RP (2007) Imaging slow failure in triaxially deformed Etna basalt using 3D acoustic-emission location and X-ray computed tomography. Geophys Res Lett 34:300–315. https://doi.org/10.1029/2006GL028721
Chen YZ, Ziehl P, Ramirez G, Fowler TJ (2007) Effect of temperature on acoustic emission evaluation of FRP vessels (tensile specimens). J Press Vess T Asme 129:516–524. https://doi.org/10.1115/1.2748832
Chmel A, Shcherbakov L (2013) A comparative acoustic emission study of compression and impact fracture in granite. Int J Rock Mech Min 64:56–59. https://doi.org/10.1016/j.ijrmms.2013.08.025
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 30:11–24. https://doi.org/10.1016/0148-9062(93)90172-A
Dai ST, Labuz JF (1997) Damage and failure analysis of brittle materials by acoustic emission. J Mater Civil Eng 9:200–205. https://doi.org/10.1061/(ASCE)0899-1561(1997)9:4(200)
Fairhurst CE, Hudson JA (1999) Draft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression. Int J Rock Mech Min 36:279–289. https://doi.org/10.1016/S0148-9062(99)00006-6
Fu X, Xie Q, Liang L (2015) Comparison of the Kaiser effect in marble under tensile stresses between the Brazilian and bending tests. Bull Eng Geol Environ 74:535–543. https://doi.org/10.1007/s10064-014-0707-4
Ganne P, Vervoort A, Wevess M (2007) Quantification of pre-peak brittle damage: correlation between acoustic emission and observed micro-fracturing. Int J Rock Mech Min 44:720–729. https://doi.org/10.1016/j.ijrmms.2006.11.003
Goodman RE (1963) Sub audible noise during compression of rock. Geol Soc Am Bull 74:487–490
Holcomb DJ, Costin LS (1986) Detecting damage surfaces in brittle materials using acoustic emissions. Int J Appl Mech 53:536–554
Hunt SP, Meyers AG, Meredith PG, Louchnikov V (2003) Modelling the Kaiser effect and deformation rate analysis in sandstone using the discrete element method. Comput Geotech 30:611–621. https://doi.org/10.1016/S0266-352X(03)00061-2
Ji M, Zhang YD (2014) Damage evolution law based on acoustic emission and weibull distribution of granite under uniaxial stress. Acta Geodyn Geomater 175:1–9. https://doi.org/10.13168/AGG.2014.0006
Kurita K, Fujii N (1979) Stress memory of crystalline rocks in acoustic emission. Geophys Res Lett 6:9–12
Lavrov A (2001) Kaiser effect observation in brittle rock cyclically loaded with different loading rates. Mech Mater 33:669–677. https://doi.org/10.1016/S0167-6636(01)00081-3
Lavrov A (2003) The Kaiser effect in rocks: principles and stress estimation techniques. Int J Rock Mech Min 40:151–171. https://doi.org/10.1016/S1365-1609(02)00138-7
Li YY, Schmitt DR (1997) Effects of Poisson’s ratio and core stub length on bottom hole stress concentration. Int J Rock Mech Min Sci & Geomech Abstr 34:761–773. https://doi.org/10.1016/S1365-1609(97)00001-6
Li C, Nordlund E (1993) Assessment of damage in rock using the Kaiser effect of acoustic emission. Int J Rock Mech Min Sci & Geomech Abstr 30:943–946. https://doi.org/10.1016/0148-9062(93)90049-J
Li C, Norlund E (1993) Experimental verification of the Kaiser effect in rocks. Rock Mech Rock Eng 26:333–351. https://doi.org/10.1007/BF01027116
Lockner D (1993) The role of acoustic emission in the study of rock fracture. Int J Rock Mech Min Sci Geomech Abstr 30:893–899. https://doi.org/10.1016/0148-9062(93)90041-B
Mansurov VA (1994) Acoustic emission from failing rock behavior. Rock Mech Rock Eng 27:173–182. https://doi.org/10.1007/BF01020309
Meng QB, Zhang MW, Han LJ, Pu H, Nie TY (2016) Effects of acoustic emission and energy evolution of rock specimens under the uniaxial cyclic loading and unloading compression. Rock Mech Rock Eng 49:3873–3886. https://doi.org/10.1007/s00603-016-1077-y
Moradian ZA, Ballivy G, Rivard P, Gravel C, Rousseau B (2010) Evaluating damage during shear tests of rock joints using acoustic emissions. Int J Rock Mech Min 47:590–598. https://doi.org/10.1016/j.ijrmms.2010.01.004
Pestman BJ, Van Munster JG (1996) An acoustic emission study of damage development and stress-memory effects in sandstone. Int J Rock Mech Min Sci Geomech Abstr 33:585–593. https://doi.org/10.1016/0148-9062(96)00011-3
Rao MVMS, Ramana YV (1992) A study of progressive failure of rock under cyclic loading by ultrasonic and AE monitoring techniques. Rock Mech Rock Eng 25:237–251. https://doi.org/10.1016/0148-9062(93)90049-J
Rudajev V, Vilhelm J, Lokajicek T (2000) Laboratory studies of acoustic emission prior to uniaxial compressive rock failure. Int J Rock Mech Min 37:699–704. https://doi.org/10.1016/S1365-1609(99)00126-4
Spasova LM, Ojovan MI (2012) Acoustic emission on melting/solidification of natural granite simulating very deep waste disposal. Nucl Eng Des 248:329–339. https://doi.org/10.1016/j.nucengdes.2012.03.024
Tham LG, Liu H, Tang CA, Lee PKK, Tsui Y (2005) On tension failure of 2-D rock specimens and associated acoustic emission. Rock Mech Rock Eng 38:1–19. https://doi.org/10.1007/s00603-004-0031-6
Tsuyoshi I, Tadashi K, Yuji K (2010) Source distribution of acoustic emissions during an in situ direct shear test: implications for an analog model of seismogenic faulting in an inhomogeneous rock mass. Eng Geol 110:66–76. https://doi.org/10.1016/j.enggeo.2009.11.003
Yang SQ, Jing HW (2013) Evaluation on strength and deformation behavior of red sandstone under simple and complex loading paths. Eng Geol 164:1–17. https://doi.org/10.1016/j.enggeo.2013.06.010
Yoshikawa S, Mogi K (1981) A new method for estimation of the crustal stress from cored rock samples: laboratory study in the case of uniaxial compression. Tectonophysics 74:323–339
Zhang MW, Shimada H, Sasaoka T, Matsui K, Dou LM (2013) Seismic energy distribution and hazard assessment in underground coal mines using statistical energy analysis. Int J Rock Mech Min 64:192–200. https://doi.org/10.1016/j.ijrmms.2013.09.001
Zhang MW, Shimada H, Sasaoka T, Matsui K, Dou LM (2014) Evolution and effect of the stress concentration and rock failure in the deep multi-seam coal mining. Environ Earth Sci 72:629–643. https://doi.org/10.1007/s12665-013-2985-8
Zhang Y, Chen YL, Yu RG, Hu LQ, Irfan M (2017) Effect of loading rate on the felicity effect of three rock types. Rock Mech Rock Eng 50:1673–1681. https://doi.org/10.1007/s00603-017-1178-2
Zhao XD (2012) Application of the Kaiser effect of acoustic emission to measure vertical stress in an underground mine. Insight 54:662–666. https://doi.org/10.1784/insi.2012.54.12.662
Acknowledgements
The financial and general supports for this research provided by the National Key R&D Program of China (No.2016YFC0600900), the National Natural Science Foundation of China (Nos. 51504237, 51704280), the China Postdoctoral Science Foundation (No.2015M580493) and the 973 National Basic Research Program (No.2015CB251601) are gratefully acknowledged.
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Meng, Q., Zhang, M., Han, L. et al. Acoustic Emission Characteristics of Red Sandstone Specimens Under Uniaxial Cyclic Loading and Unloading Compression. Rock Mech Rock Eng 51, 969–988 (2018). https://doi.org/10.1007/s00603-017-1389-6
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DOI: https://doi.org/10.1007/s00603-017-1389-6