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998 工程科学学报,第42卷,第8期 [25]Gutenberg G,Richter C F.Seismicity of the earth and associated [32]Yu Y.Questioning the validity of the Brazilian test for determining phenomena.J Geoplnys Res,1950,55:97 tensile strength of rocks.Chin J Rock Mech Eng,2005,24(7): [26]KnopoffL,Randall M J.The compensated linear-vector dipole:a 1150 possible mechanism for deep earthquakes.J Geoplys Res,1970, (喻勇.质疑岩石巴西圆盘拉伸强度试验.岩石力学与工程学报 75(26):4957 2005,24(7):1150) [27]Finck F,Kurz J H,Grosse C U,et al.Advances in moment tensor [33]Li D Y,Wong L N Y.The Brazilian disc test for rock mechanics inversion for civil engineering//International Symposium on Non- applications:review and new insights.Rock Mech Rock Eng,2013, Destructive Testing in Civil Engineering,2003 46(2:269 [28]Ohtsu M.Simplified moment tensor analysis and unified [34]Komurlu E,Kesimal A.Evaluation of indirect tensile strength of decomposition of acoustic emission source:application to in situ rocks using different types of jaws.Rock Mech Rock Eng.2015, hydrofracturing test.JGeophys Res Solid Earth,1991,9(B4): 48(4):1723 6211 [29]Zhang Q,Zhang X P.The crack nature analysis of primary and [35]Erarslan N,Liang ZZ,Williams D J.Experimental and numerical studies on determination of indirect tensile strength of rocks.Rock secondary cracks:a numerical study based on moment tensors. Eng Fract Mech,2019,210:70 Mech Rock Eng,2012,45(5):739 [30]Vavrycuk V,Kuhn D.Moment tensor inversion of waveforms:a [36]Guo X,Wang X B,Bai X Y,et al.Numerical simulation of effects two-step time-frequency approach.Geoplny's Int,2012,190(3): of loading types and tensile strengths on Brazilian disk test by use 1761 of a continuum-discontinuum method.Rock Soil Mech,2017, [31]Dai F,Jiang P,Xu N W,et al.Focal mechanism determination for 38(1):214 microseismic events and its application to the left bank slope of the (郭翔,王学滨,白雪元,等.加载方式及抗拉强度对巴西圆盘试 Baihetan hydropower station in China.Emiron Earth Sci,2018, 验影响的连续-非连续方法数值模拟.岩土力学,2017,38(1): 77(7):268 214)Gutenberg G, Richter C F. Seismicity of the earth and associated phenomena. J Geophys Res, 1950, 55: 97 [25] Knopoff L, Randall M J. The compensated linear-vector dipole: a possible  mechanism  for  deep  earthquakes. J Geophys Res,  1970, 75(26): 4957 [26] Finck F, Kurz J H, Grosse C U, et al. Advances in moment tensor inversion for civil engineering//International Symposium on Non￾Destructive Testing in Civil Engineering, 2003 [27] Ohtsu  M.  Simplified  moment  tensor  analysis  and  unified decomposition  of  acoustic  emission  source:  application  to  in  situ hydrofracturing  test. J Geophys Res Solid Earth,  1991,  96(B4): 6211 [28] Zhang  Q,  Zhang  X  P.  The  crack  nature  analysis  of  primary  and secondary  cracks:  a  numerical  study  based  on  moment  tensors. Eng Fract Mech, 2019, 210: 70 [29] Vavryčuk V, Kühn D. Moment tensor inversion of waveforms: a two-step  time-frequency  approach. Geophys J Int,  2012,  190(3): 1761 [30] Dai F, Jiang P, Xu N W, et al. Focal mechanism determination for microseismic events and its application to the left bank slope of the Baihetan  hydropower  station  in  China. Environ Earth Sci,  2018, 77(7): 268 [31] Yu Y. Questioning the validity of the Brazilian test for determining tensile  strength  of  rocks. Chin J Rock Mech Eng,  2005,  24(7): 1150 (喻勇. 质疑岩石巴西圆盘拉伸强度试验. 岩石力学与工程学报, 2005, 24(7):1150) [32] Li D Y, Wong L N Y. The Brazilian disc test for rock mechanics applications: review and new insights. Rock Mech Rock Eng, 2013, 46(2): 269 [33] Komurlu E, Kesimal A. Evaluation of indirect tensile strength of rocks  using  different  types  of  jaws. Rock Mech Rock Eng,  2015, 48(4): 1723 [34] Erarslan N, Liang Z Z, Williams D J. Experimental and numerical studies on determination of indirect tensile strength of rocks. Rock Mech Rock Eng, 2012, 45(5): 739 [35] Guo X, Wang X B, Bai X Y, et al. Numerical simulation of effects of loading types and tensile strengths on Brazilian disk test by use of  a  continuum-discontinuum  method. Rock Soil Mech,  2017, 38(1): 214 (郭翔, 王学滨, 白雪元, 等. 加载方式及抗拉强度对巴西圆盘试 验影响的连续−非连续方法数值模拟. 岩土力学, 2017, 38(1): 214) [36] · 998 · 工程科学学报,第 42 卷,第 8 期
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