Cite this article as: |
Chaoqun Chu, Shunchuan Wu, Chaojun Zhang, and Yongle Zhang, Microscopic damage evolution of anisotropic rocks under indirect tensile conditions: Insights from acoustic emission and digital image correlation techniques, Int. J. Miner. Metall. Mater., 30(2023), No. 9, pp. 1680-1691. https://doi.org/10.1007/s12613-023-2649-y |
吴顺川 E-mail: wushunchuan@ustb.edu.cn
[1] |
C.D. Martin, S. Giger, and G.W. Lanyon, Behaviour of weak shales in underground environments, Rock Mech. Rock Eng., 49(2016), No. 2, p. 673. doi: 10.1007/s00603-015-0860-5
|
[2] |
C.M. Sayers, The effect of anisotropy on the Young’s moduli and Poisson’s ratios of shales, Geophys. Prospect., 61(2013), No. 2, p. 416. doi: 10.1111/j.1365-2478.2012.01130.x
|
[3] |
G. Khanlari, B. Rafiei, and Y. Abdilor, An experimental investigation of the Brazilian tensile strength and failure patterns of laminated sandstones, Rock Mech. Rock Eng., 48(2015), No. 2, p. 843. doi: 10.1007/s00603-014-0576-y
|
[4] |
C.Q. Chu, S.C. Wu, S.H. Zhang, P. Guo, and Z. Min, Mechanical behavior anisotropy and fracture characteristics ofbedded sandstone, J. Cent. South Univ., 51(2020), No. 8, p. 2232.
|
[5] |
T.Z. Zhang, H.G. Ji, X.B. Su, et al., Evaluation and classification of rock heterogeneity based on acoustic emission detection, Int. J. Miner. Metall. Mater., 29(2022), No. 12, p. 2117. doi: 10.1007/s12613-021-2381-4
|
[6] |
J.W. Cho, H. Kim, S. Jeon, and K.B. Min, Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist, Int. J. Rock Mech. Min. Sci., 50(2012), p. 158. doi: 10.1016/j.ijrmms.2011.12.004
|
[7] |
S.Q. Yang, P.F. Yin, B. Li, and D.S. Yang, Behavior of transversely isotropic shale observed in triaxial tests and Brazilian disc tests, Int. J. Rock Mech. Min. Sci., 133(2020), art. No. 104435. doi: 10.1016/j.ijrmms.2020.104435
|
[8] |
S. Lozovyi and A. Bauer, From static to dynamic stiffness of shales: Frequency and stress dependence, Rock Mech. Rock Eng., 52(2019), No. 12, p. 5085. doi: 10.1007/s00603-019-01934-1
|
[9] |
E. Hoek, Fracture of anisotropic rock, J. S. Afr. Inst. Min. Metall., 64(1964), No. 10, p. 510.
|
[10] |
H. Niandou, J.F. Shao, J.P. Henry, and D. Fourmaintraux, Laboratory investigation of the mechanical behaviour of Tournemire shale, Int. J. Rock Mech. Min. Sci., 34(1997), No. 1, p. 3. doi: 10.1016/S1365-1609(97)80029-9
|
[11] |
Q. Liu, B. Liang, W.J. Sun, and H. Zhao, Experimental study on the difference of shale mechanical properties, Adv. Civ. Eng., 2021(2021), p. 1.
|
[12] |
N.D.J. Simpson, A. Stroisz, A. Bauer, A. Vervoort, and R.M. Holt, Failure mechanics of anisotropic shale during Brazilian tests, [in] Proceedings of the 48th US Rock Mechanics/Geomechanics Symposium, Minneapolis, 2014.
|
[13] |
Z.F. Jin, W.X. Li, C.R. Jin, J. Hambleton, and G. Cusatis, Anisotropic elastic, strength, and fracture properties of Marcellus shale, Int. J. Rock Mech. Min. Sci., 109(2018), p. 124. doi: 10.1016/j.ijrmms.2018.06.009
|
[14] |
Y.T. Gao, T.H. Wu, and Y. Zhou, Application and prospective of 3D printing in rock mechanics: A review, Int. J. Miner. Metall. Mater., 28(2021), No. 1, p. 1. doi: 10.1007/s12613-020-2119-8
|
[15] |
G.W. Xu, C. He, Z.Q. Chen, and A. Su, Transverse isotropy of phyllite under Brazilian tests: Laboratory testing and numerical simulations, Rock Mech. Rock Eng., 51(2018), No. 4, p. 1111. doi: 10.1007/s00603-017-1393-x
|
[16] |
Z. Aliabadian, G. Zhao, and A. Russell, Failure, crack initiation and the tensile strength of transversely isotropic rock using the Brazilian test, Int. J. Rock Mech. Min. Sci., 122(2019), art. No. 104073. doi: 10.1016/j.ijrmms.2019.104073
|
[17] |
X.M. Yin, X. Zhang, Y.J. Lei, and L.N. Wang, Effect of loading direction on the critical characteristic strength and energy evolution of quartz mica schist and microscale mechanisms, Bull. Eng. Geol. Environ., 80(2021), No. 11, p. 8693. doi: 10.1007/s10064-021-02455-4
|
[18] |
P. Li, M.F. Cai, P.T. Wang, Q.F. Guo, S.J. Miao, and F.H. Ren, Mechanical properties and energy evolution of jointed rock specimens containing an opening under uniaxial loading, Int. J. Miner. Metall. Mater., 28(2021), No. 12, p. 1875. doi: 10.1007/s12613-020-2237-3
|
[19] |
M. Sakha, M. Nejati, A. Aminzadeh, S. Ghouli, M.O. Saar, and T. Driesner, On reliable prediction of fracture path in anisotropic rocks, Procedia Struct. Integr., 39(2022), p. 792. doi: 10.1016/j.prostr.2022.03.152
|
[20] |
L. Yang, M. Sharafisafa, and L.M. Shen, On the fracture mechanism of rock-like materials with interbedded hard-soft layers under Brazilian tests, Theor. Appl. Fract. Mech., 116(2021), art. No. 103102. doi: 10.1016/j.tafmec.2021.103102
|
[21] |
P. Xu, R.S. Yang, J.J. Zuo, et al., Research progress of the fundamental theory and technology of rock blasting, Int. J. Miner. Metall. Mater., 29(2022), No. 4, p. 705. doi: 10.1007/s12613-022-2464-x
|
[22] |
Y.Y. Meng, H.W. Jing, X.W. Liu, Q. Yin, L. Zhang, and H.X. Liu, Experimental and numerical investigation on the effect of bedding plane properties on fracture behaviour of sandy mudstone, Theor. Appl. Fract. Mech., 114(2021), art. No. 102989. doi: 10.1016/j.tafmec.2021.102989
|
[23] |
C.D. Ding, Y. Zhang, D.W. Hu, H. Zhou, and J.F. Shao, Foliation effects on mechanical and failure characteristics of slate in 3D space under Brazilian test conditions, Rock Mech. Rock Eng., 53(2020), No. 9, p. 3919. doi: 10.1007/s00603-020-02146-8
|
[24] |
S. Na, W. Sun, M.D. Ingraham, and H. Yoon, Effects of spatial heterogeneity and material anisotropy on the fracture pattern and macroscopic effective toughness of Mancos Shale in Brazilian tests, J. Geophys. Res., 122(2017), No. 8, p. 6202. doi: 10.1002/2016JB013374
|
[25] |
H. Wang, Y. Li, S.G. Cao, et al., Fracture toughness analysis of HCCD specimens of Longmaxi shale subjected to mixed mode I-II loading, Eng. Fract. Mech., 239(2020), art. No. 107299. doi: 10.1016/j.engfracmech.2020.107299
|
[26] |
X.W. Yang, X.P. Zhang, Q. Zhang, C.D. Li, and D.J. Wang, Study on the mechanisms of crack turning in bedded rock, Eng. Fract. Mech., 247(2021), art. No. 107630. doi: 10.1016/j.engfracmech.2021.107630
|
[27] |
A. Vervoort, K.B. Min, H. Konietzky, et al., Failure of transversely isotropic rock under Brazilian test conditions, Int. J. Rock Mech. Min. Sci., 70(2014), p. 343. doi: 10.1016/j.ijrmms.2014.04.006
|
[28] |
C.B. Li, B.B. Zou, H.W. Zhou, and J. Wang, Experimental investigation on failure behaviors and mechanism of an anisotropic shale in direct tension, Geomech. Geophys. Geo-Energy Geo-Resour., 7(2021), No. 4, art. No. 98. doi: 10.1007/s40948-021-00294-x
|
[29] |
G. Feng, Y. Kang, X.C. Wang, Y.Q. Hu, and X.H. Li, Investigation on the failure characteristics and fracture classification of shale under Brazilian test conditions, Rock Mech. Rock Eng., 53(2020), No. 7, p. 3325. doi: 10.1007/s00603-020-02110-6
|
[30] |
N. Wu, J.Y. Fu, Z.D. Zhu, and B. Sun, Experimental study on the dynamic behavior of the Brazilian disc sample of rock material, Int. J. Rock Mech. Min. Sci., 130(2020), art. No. 104326. doi: 10.1016/j.ijrmms.2020.104326
|
[31] |
Z.Y. Han, D.Y. Li, and X.B. Li, Experimental study on the dynamic behavior of sandstone with coplanar elliptical flaws from macro, meso, and micro viewpoints, Theor. Appl. Fract. Mech., 120(2022), art. No. 103400. doi: 10.1016/j.tafmec.2022.103400
|
[32] |
R. Chen and K.W. Xia, Dynamic tensile failure of rocks under static pre-tension, Int. J. Rock Mech. Min. Sci., 80(2015), p. 12. doi: 10.1016/j.ijrmms.2015.09.003
|
[33] |
B.X. Huang, L.H. Li, Y.F. Tan, R.L. Hu, and X. Li, Investigating the meso-mechanical anisotropy and fracture surface roughness of continental shale, J. Geophys. Res., 125(2020), No. 8, art. No. e2019JB017828.
|
[34] |
B. Debecker and A. Vervoort, Experimental observation of fracture patterns in layered slate, Int. J. Fract., 159(2009), No. 1, p. 51. doi: 10.1007/s10704-009-9382-z
|
[35] |
J. Wang, L.Z. Xie, H.P. Xie, et al., Effect of layer orientation on acoustic emission characteristics of anisotropic shale in Brazilian tests, J. Nat. Gas Sci. Eng., 36(2016), p. 1120. doi: 10.1016/j.jngse.2016.03.046
|
[36] |
Y. Li, L. Xue, and X.W. Wu, Study on acoustic emission and X-ray computed-tomography characteristics of shale samples under uniaxial compression tests, Environ. Earth Sci., 78(2019), No. 5, p. 1.
|
[37] |
P.F. Yin and S.Q. Yang, Experimental investigation of the strength and failure behavior of layered sandstone under uniaxial compression and Brazilian testing, Acta Geophys., 66(2018), No. 4, p. 585. doi: 10.1007/s11600-018-0152-z
|
[38] |
V. Kramarov, P.N. Parrikar, and M. Mokhtari, Evaluation of fracture toughness of sandstone and shale using digital image correlation, Rock Mech. Rock Eng., 53(2020), No. 9, p. 4231. doi: 10.1007/s00603-020-02171-7
|
[39] |
M. Sharafisafa and L.M. Shen, Experimental investigation of dynamic fracture patterns of 3D printed rock-like material under impact with digital image correlation, Rock Mech. Rock Eng., 53(2020), No. 8, p. 3589. doi: 10.1007/s00603-020-02115-1
|
[40] |
S.Q. Yang, P.F. Yin, and Y.H. Huang, Experiment and discrete element modelling on strength, deformation and failure behaviour of shale under Brazilian compression, Rock Mech. Rock Eng., 52(2019), No. 11, p. 4339. doi: 10.1007/s00603-019-01847-z
|
[41] |
J. Li, J. Zhao, H.C. Wang, K. Liu, and Q.B. Zhang, Fracturing behaviours and AE signatures of anisotropic coal in dynamic Brazilian tests, Eng. Fract. Mech., 252(2021), art. No. 107817. doi: 10.1016/j.engfracmech.2021.107817
|
[42] |
R.J. Wu, H.B. Li, and D.P. Wang, Full-field deformation measurements from Brazilian disc tests on anisotropic phyllite under impact loads, Int. J. Impact Eng., 149(2021), art. No. 103790. doi: 10.1016/j.ijimpeng.2020.103790
|
[43] |
K.H. Li, Z.Y. Yin, D.Y. Han, X. Fan, R.H. Cao, and H. Lin, Size effect and anisotropy in a transversely isotropic rock under compressive conditions, Rock Mech. Rock Eng., 54(2021), No. 9, p. 4639. doi: 10.1007/s00603-021-02558-0
|
[44] |
K.H. Li, Y. Cheng, Z.Y. Yin, D.Y. Han, and J.J. Meng, Size effects in a transversely isotropic rock under Brazilian tests: Laboratory testing, Rock Mech. Rock Eng., 53(2020), No. 6, p. 2623. doi: 10.1007/s00603-020-02058-7
|
[45] |
D.Q. Dan and H. Konietzky, Numerical simulations and interpretations of Brazilian tensile tests on transversely isotropic rocks, Int. J. Rock Mech. Min. Sci., 71(2014), p. 53. doi: 10.1016/j.ijrmms.2014.06.015
|
[46] |
D.W. Hobbs, The tensile strength of rocks, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 1(1964), No. 3, p. 385. doi: 10.1016/0148-9062(64)90005-1
|
[47] |
K. Barron, Brittle fracture initiation in and ultimate failure of rocks, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 8(1971), No. 6, p. 565. doi: 10.1016/0148-9062(71)90027-1
|
[48] |
G. Barla and N. Innaurato, Indirect tensile testing of anisotropic rocks, Rock Mech., 5(1973), No. 4, p. 215. doi: 10.1007/BF01301795
|
[49] |
D.Y. Li and L.N.Y. Wong, The Brazilian disc test for rock mechanics applications: Review and new insights, Rock Mech. Rock Eng., 46(2013), No. 2, p. 269. doi: 10.1007/s00603-012-0257-7
|
[50] |
S.H. Zhang, S.C. Wu, G. Zhang, P. Guo, and C.Q. Chu, Three-dimensional evolution of damage in sandstone Brazilian discs by the concurrent use of active and passive ultrasonic techniques, Acta Geotech., 15(2020), No. 2, p. 393. doi: 10.1007/s11440-018-0737-3
|
[51] |
Z.T. Bieniawski and I. Hawkes, Suggested methods for determining tensile strength of rock materials, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 15(1978), No. 3, p. 99. doi: 10.1016/0148-9062(78)90003-7
|
[52] |
Y.S. Zhao, C.C. Chen, S.C. Wu, P. Guo, and B.L. Li, Effects of 2D&3D nonparallel flaws on failure characteristics of brittle rock-like samples under uniaxial compression: Insights from acoustic emission and DIC monitoring, Theor. Appl. Fract. Mech., 120(2022), art. No. 103391. doi: 10.1016/j.tafmec.2022.103391
|
[53] |
P. Guo, S.C. Wu, G. Zhang, and C.Q. Chu, Effects of thermally-induced cracks on acoustic emission characteristics of granite under tensile conditions, Int. J. Rock Mech. Min. Sci., 144(2021), art. No. 104820. doi: 10.1016/j.ijrmms.2021.104820
|
[54] |
B. Gutenberg and C.F. Richter, Frequency of earthquakes in California, Bull. Seismol. Soc. Am., 34(1944), No. 4, p. 185. doi: 10.1785/BSSA0340040185
|