岩石声学特性研究现状及展望
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摘要
在收集整理国内外有关资料的基础上，论述了目前岩石声波测试技术的应用现状及岩石声学特性的研究进展，并对今后的研究工作提出了作者的一些看法．
On the basis of extensive reference of literature, the present situation of the ultrasonic surveying technology and the advance of the acoustic properties research in rock engineering are summarized in detail in this paper. The authors opinion for the further studies is given in this paper.
On the basis of extensive reference of literature, the present situation of the ultrasonic surveying technology and the advance of the acoustic properties research in rock engineering are summarized in detail in this paper. The authors opinion for the further studies is given in this paper.
引文
[1]李海波,吴绵拔,龙门石窟文物区岩体波动测试与分析[J]岩土力学,1995, 16(3): 43~48
[2]李建林.三峡工程船闸高边坡岩体宏观力学参数研究[D]重庆建筑大学,1996
[3]张晶瑶.岩体稳定性动态级的声波参数测定与分析[J]煤炭学报. 198611(3):43～50.
[4]梁治安.岩体爆破影响的声波测试[J]岩土力学,1992, 13(4);73～79
[5]赵明阶,徐蓉坝基灌浆效果评价中的波速成像法[J].桂林工学院学报,1996, 16(12):136~142
[6]成都水电设计院.高分辩车工程地震勘探技术研究[R].八五国家科技攻关项目科研报告,1994
[7]吴少武,张绍治运用声波法研究硐体围岩和应力状态[J].地震,1984(6):12～19
[8]王宏图.岩石弹性波理论及其在地应力测试中的应用研究[D].重庆大学,1995
[9]Ridrignes P F. Anistropy of granites. Inter. Congress on Rock mech[M]. Cisbon,1966,721~731.
[10]Douglass P M, Voight B. Anisofropy ofgranites, A reflection of microscopic fabric[J]. Geotechnique, 1969,19(3):376~398.
[11]Thill R E. Velocity anisotropy in dry andsaturated Rock spherres and it elation toRock fabtic[M]. Int. J. Rock Mech.Min. Sci.& Geomech. Abstr, 1973.(10): 535～557.
[12]席道瑛 .砂岩的变形备向异性[J]岩石力学与工程学报,1995,14(1):49～58
[13]Roe R J. Description of crystallite Orientation inpolycrystalline Materials[J].ⅢGeneral Solution ot Ploe Figure Inversion.Journal of Applied bysics, 1965,36(6):2024 ~ 2031.
[14] Roe R J. Inversion of Pole Figures forMsterials Hsving Cubic Crystal symmetry[J] .J. Appl. Phys., 1966, 37 (5).
[15] Sayer C M. Ultrasonic Velocities inanisotropic Polycrystalline aggregate4s [J].J.phys. D., 1982, (15): 2 157~2 167.
[16] Sayer C M. Terture independent determination of residual stress in Polycrystalline aggregates Using Rayleigh Waves[J].J.Phys. D, 1984, (17): L179~L184.
[17] Sayer C M. Angular dependence if gherayleigh wave velocity in Polycrystalline metals with small anisotropy [J], Proc. R.Soc., Lond., 1985, A (40): 175 ~182.
[18] Sayer C M. The influeme of atress on thePrincipal Polarisation direcfions of ultrasonicshear waves in textured stal plates [J]. J.phys., 1984, D (17): 1 399~1 413.
[19] Sayer C M. Inversion of ultrasonic wavevelocity measurements to obtain the microcrack orientaion distribtuion fuxretion in rocks[J]. Ultrasonic, 1988, 26 (3):73 -77.
[20] Sayer C M. Orientation of microcracksforned in rocks during Strain, etlaxation[J]. Int. J. Rock mech. min. Sci.&Geomech. Avstr., 1990, 27 (5): 437-439.
[21] Sayer C M. J G van Munster. Microcrackinduced seismic Amisotropy of sedimeutryrocks [J]. J. G. R. A0, 1991, 96(B10): 16 529~ 16 533.
[22] Sayer C M. Stress-indyeed ultrasonic wavevelocity anisotropy in fractured rock[J].Ultrasonic, 1988, 26 (11): 311 ~317.
[23] Sayr C M. Stress-induced ultrasonicamisotropy in Berea Sandstone [J].Int. J.Rock mech min Sci & Geomech abstr.,1990, 27 (5): 429~436.
[24] Oda M. Similarity of crck geonetry instatislically homogenous rockmiass [J].Mech meteri., 1984, (3): 119~ 129.
[25] Oda M. Pereability tensor for discontinuonsrock masses[J]. Geotcehnique, 1985,35(4): 483~495.
[26] Oda M. A Crack tensor and its relation towave velocity Anisotropy in jointed rockmasses [J].Int. J. Rock mech.min.Sci & Geomech. abstr. 1986, 23(6):387 ~ 397.
[27] Oda M. An experimental study of the elastcity of mylonite rock with random cracks[J]. Int. J. Rock meeh. min. Sci.&Geomech abstr, 1988, 25 (2): 59~69.
[28] Sayer C M. Stress-dependent elastic wavevelocities in shales [J]. Int. J. rockmech. min. Sci & Geomech abstr, 1995,32 (3): 263~267.
[29] Walsh J B. The etlect of cracks on thecomprosibity of rock [J ]. J. G. R.,1965, 70 (20): 381~411.
[30] O'connell R J. Seismic Veloties in dry andSaturated cracked solids[J]. J. G. R.,1974, 79 (35): 5 412~5 425.
[31] Hudson J A. Overall elastic properties of isotropic materials with orbitary distribution ofvircular vracks [J]. Geophy. J. Int.,1990, (102): 465~469.
[32] Kemeny J. Effective moduli non-linear deformation and strength of a cracked elasticsolid[J]. Int. J. Rock meeh. min. Sci.& Geomech. abstr., 1986, (23): 107-118.
[33] Budiansky B, O' connell R J. Elasticmoduli of a cracked solid[J]. Int. J.Solids fructure, 1976, 2 (1); 81~87.
[34] Zimmerman R W. The effect of microcracks on the clastic modali of briffle materials[J]. J. Mater. Sci., Cett. 1985, 26(1 ): 38~ 45.
[35] Hu & Huang. Estimation of the elasticproperties of fractureed rock masses [J].Int. J. Rock mech. Sci.& Geomech.Abstr., 1993, 30 (4):381~394.
[36] Sayer C M, Kachanov M. Asimple technique for finding effective elastic constrants ofcracked solids for argifrary Crack orientationstatistics [J]. Int. J. Solids strudtures,1991, 27 (6): 671~680.
[37] Birch F. The velocity of compressionalwave in rocks to 10 Kilobars [J]. Part I.J. G. R., 1960, 65 (11): 1 083 ~ 1102.
[38] Birch F. the velocity of compressionalwave in rocks to 10 Kilobars [J]. part Ⅱ.J. G. R, 1961, 66 (1): 2 199～2224.
[39] Walsh J B, Brace W F. Elasticity ofrock: A review of some recent theoreticalstudies[J]. Rock mech. Eng. Geol.,1966,(4):283~296.
[40] Walsh J B, Brsce W F . Cracks and poresin rocks Int [J]. cougress on rock mech.,Lisbon, 1966, 641~643.
[41] Simmons G. Velocity of shear waves inRocks to 10 Kilobars [J]. J. G. R.,1964, 69(6): 1 123~1 130.
[42] Singh B. The behavionr of rocks underpressure[ J]. Investigations using ultrasonic. 1960,(201): 719~724.
[43] Nur A. Effects of atress on velocityanisotropy in rocks with cracks[J]. J. G.R., 1971, 76(8): 2 022～2 034
[44]高龙生.中国大陆岩石标本在高压下的弹性波波速研究[J]、地球物理学报,1975,8(1):11～17
[45]蔡忠理.单轴压缩过程中花岗岩的声学特性研究[J]岩土力学, 1986,7(2):27～36
[46] Mao N. Sweeney J, et al. Using a sonictechanique to estimate in situ stresses [J].Rock mechanics in Productivity & Prtec.tion, chapter 18, 1982, 167~175.
[47] Su W H. Peng S S, et al. Derelopmentof ultrasonic methods for measueing in-situtresses at great depth [J]. Min. Sci.&tech., 1983,(1): 21～42
[48]黄承贤,宋大卫.在围压下岩石弹性波速的研究[J].岩土工程学报,1991,13(2): 32～41
[49] Pros Z, Vanek J, et al. The velocity ofelastic wave in Diabase and Greywacke underPressure up to 4 Kilobarus [J]. Studia Geophy. et . Geod., 1962,6(4):347～367.
[50] Winkler K W. Nur A. Seismic attenuationeffects of pore Fluids and Frictional sliding[J]. Geophysics, 1982 47( 1): 1～15.
[51] Johnston D H. Attenuation: Astat-of-the-art symmertry seimic wave attenuation [J].edited by Toksoz M. N. & Johnston D.H., Society of exploration Geophysicists,1981,(2): 123～135
[52] Toksozm M N. Johnston D H, et al. Attenuation of seismic waves in Dry and Saturated rocks: I. Lsboratory Measurements[J]. Geophysics, 1979 44(4): 681～711.
[53] Born W T. Attenuation constatnts of earthmaterials, Geophysics[J]. 1941, 6(1):132～148
[54]陈耕野.单轴压缩下模拟弱面宕石的声波衰减[C]、岩石声学性质论文集东北工学院,1989,32～39.
[55]秦四清.岩石中声波衰减的复合Q模型[J].东北工学院学报, 1991, 12(6):578～582.
[56]易南概.岩石试件声波衰减品质因素Q与全应变过程曲线[C],岩石声学性质论文集,东北工学院, 1989, 10～13.
[57]陈耕野.岩石声波衰减粘弹性及缺陷检测[J]东北工学院学报, 1993, 14(3):221～225.
[58]李造鼎.岩石中孔隙流体含量对超声波衰减影响的实验研究[J],应用声学,1987, 6(4): 35～38.
[59]李造鼎.双轴压缩下干燥与饱水岩石中超声波衰减的实验研究[J]应用声学,1988 7(2):10～15.
[60] Auberger M, Rinehart J S. Attenusation ofLongitudinal Waves in rocks[J]. J. G.R,1960,86(1):191～199.
[61]蔡忠理.超声波谱法在岩石破裂特性研究中的应用[J].岩土工程学报,1989, 11(3): 60～69.
[62]孙永联.声波波谱技术在采矿工程中的应用研究[J].岩石力学与工程学报,1993, 12(2): 115～125.
[63]周楚良.声波技术的进展及其在矿山压力测试中的应用[J].中国矿业大学学报,1991,20(3):12～21,
[64]蔡忠理.用声宵方法研究中间主应力对岩石破裂特性的影响[J]岩土工程学报,1992,13(2):116～121
[65]罗津辉.用声波参数确定岩石加载破坏过程的不同阶段[J].岩土力学,1992,13(1):51～56.
[2]李建林.三峡工程船闸高边坡岩体宏观力学参数研究[D]重庆建筑大学,1996
[3]张晶瑶.岩体稳定性动态级的声波参数测定与分析[J]煤炭学报. 198611(3):43～50.
[4]梁治安.岩体爆破影响的声波测试[J]岩土力学,1992, 13(4);73～79
[5]赵明阶,徐蓉坝基灌浆效果评价中的波速成像法[J].桂林工学院学报,1996, 16(12):136~142
[6]成都水电设计院.高分辩车工程地震勘探技术研究[R].八五国家科技攻关项目科研报告,1994
[7]吴少武,张绍治运用声波法研究硐体围岩和应力状态[J].地震,1984(6):12～19
[8]王宏图.岩石弹性波理论及其在地应力测试中的应用研究[D].重庆大学,1995
[9]Ridrignes P F. Anistropy of granites. Inter. Congress on Rock mech[M]. Cisbon,1966,721~731.
[10]Douglass P M, Voight B. Anisofropy ofgranites, A reflection of microscopic fabric[J]. Geotechnique, 1969,19(3):376~398.
[11]Thill R E. Velocity anisotropy in dry andsaturated Rock spherres and it elation toRock fabtic[M]. Int. J. Rock Mech.Min. Sci.& Geomech. Abstr, 1973.(10): 535～557.
[12]席道瑛 .砂岩的变形备向异性[J]岩石力学与工程学报,1995,14(1):49～58
[13]Roe R J. Description of crystallite Orientation inpolycrystalline Materials[J].ⅢGeneral Solution ot Ploe Figure Inversion.Journal of Applied bysics, 1965,36(6):2024 ~ 2031.
[14] Roe R J. Inversion of Pole Figures forMsterials Hsving Cubic Crystal symmetry[J] .J. Appl. Phys., 1966, 37 (5).
[15] Sayer C M. Ultrasonic Velocities inanisotropic Polycrystalline aggregate4s [J].J.phys. D., 1982, (15): 2 157~2 167.
[16] Sayer C M. Terture independent determination of residual stress in Polycrystalline aggregates Using Rayleigh Waves[J].J.Phys. D, 1984, (17): L179~L184.
[17] Sayer C M. Angular dependence if gherayleigh wave velocity in Polycrystalline metals with small anisotropy [J], Proc. R.Soc., Lond., 1985, A (40): 175 ~182.
[18] Sayer C M. The influeme of atress on thePrincipal Polarisation direcfions of ultrasonicshear waves in textured stal plates [J]. J.phys., 1984, D (17): 1 399~1 413.
[19] Sayer C M. Inversion of ultrasonic wavevelocity measurements to obtain the microcrack orientaion distribtuion fuxretion in rocks[J]. Ultrasonic, 1988, 26 (3):73 -77.
[20] Sayer C M. Orientation of microcracksforned in rocks during Strain, etlaxation[J]. Int. J. Rock mech. min. Sci.&Geomech. Avstr., 1990, 27 (5): 437-439.
[21] Sayer C M. J G van Munster. Microcrackinduced seismic Amisotropy of sedimeutryrocks [J]. J. G. R. A0, 1991, 96(B10): 16 529~ 16 533.
[22] Sayer C M. Stress-indyeed ultrasonic wavevelocity anisotropy in fractured rock[J].Ultrasonic, 1988, 26 (11): 311 ~317.
[23] Sayr C M. Stress-induced ultrasonicamisotropy in Berea Sandstone [J].Int. J.Rock mech min Sci & Geomech abstr.,1990, 27 (5): 429~436.
[24] Oda M. Similarity of crck geonetry instatislically homogenous rockmiass [J].Mech meteri., 1984, (3): 119~ 129.
[25] Oda M. Pereability tensor for discontinuonsrock masses[J]. Geotcehnique, 1985,35(4): 483~495.
[26] Oda M. A Crack tensor and its relation towave velocity Anisotropy in jointed rockmasses [J].Int. J. Rock mech.min.Sci & Geomech. abstr. 1986, 23(6):387 ~ 397.
[27] Oda M. An experimental study of the elastcity of mylonite rock with random cracks[J]. Int. J. Rock meeh. min. Sci.&Geomech abstr, 1988, 25 (2): 59~69.
[28] Sayer C M. Stress-dependent elastic wavevelocities in shales [J]. Int. J. rockmech. min. Sci & Geomech abstr, 1995,32 (3): 263~267.
[29] Walsh J B. The etlect of cracks on thecomprosibity of rock [J ]. J. G. R.,1965, 70 (20): 381~411.
[30] O'connell R J. Seismic Veloties in dry andSaturated cracked solids[J]. J. G. R.,1974, 79 (35): 5 412~5 425.
[31] Hudson J A. Overall elastic properties of isotropic materials with orbitary distribution ofvircular vracks [J]. Geophy. J. Int.,1990, (102): 465~469.
[32] Kemeny J. Effective moduli non-linear deformation and strength of a cracked elasticsolid[J]. Int. J. Rock meeh. min. Sci.& Geomech. abstr., 1986, (23): 107-118.
[33] Budiansky B, O' connell R J. Elasticmoduli of a cracked solid[J]. Int. J.Solids fructure, 1976, 2 (1); 81~87.
[34] Zimmerman R W. The effect of microcracks on the clastic modali of briffle materials[J]. J. Mater. Sci., Cett. 1985, 26(1 ): 38~ 45.
[35] Hu & Huang. Estimation of the elasticproperties of fractureed rock masses [J].Int. J. Rock mech. Sci.& Geomech.Abstr., 1993, 30 (4):381~394.
[36] Sayer C M, Kachanov M. Asimple technique for finding effective elastic constrants ofcracked solids for argifrary Crack orientationstatistics [J]. Int. J. Solids strudtures,1991, 27 (6): 671~680.
[37] Birch F. The velocity of compressionalwave in rocks to 10 Kilobars [J]. Part I.J. G. R., 1960, 65 (11): 1 083 ~ 1102.
[38] Birch F. the velocity of compressionalwave in rocks to 10 Kilobars [J]. part Ⅱ.J. G. R, 1961, 66 (1): 2 199～2224.
[39] Walsh J B, Brace W F. Elasticity ofrock: A review of some recent theoreticalstudies[J]. Rock mech. Eng. Geol.,1966,(4):283~296.
[40] Walsh J B, Brsce W F . Cracks and poresin rocks Int [J]. cougress on rock mech.,Lisbon, 1966, 641~643.
[41] Simmons G. Velocity of shear waves inRocks to 10 Kilobars [J]. J. G. R.,1964, 69(6): 1 123~1 130.
[42] Singh B. The behavionr of rocks underpressure[ J]. Investigations using ultrasonic. 1960,(201): 719~724.
[43] Nur A. Effects of atress on velocityanisotropy in rocks with cracks[J]. J. G.R., 1971, 76(8): 2 022～2 034
[44]高龙生.中国大陆岩石标本在高压下的弹性波波速研究[J]、地球物理学报,1975,8(1):11～17
[45]蔡忠理.单轴压缩过程中花岗岩的声学特性研究[J]岩土力学, 1986,7(2):27～36
[46] Mao N. Sweeney J, et al. Using a sonictechanique to estimate in situ stresses [J].Rock mechanics in Productivity & Prtec.tion, chapter 18, 1982, 167~175.
[47] Su W H. Peng S S, et al. Derelopmentof ultrasonic methods for measueing in-situtresses at great depth [J]. Min. Sci.&tech., 1983,(1): 21～42
[48]黄承贤,宋大卫.在围压下岩石弹性波速的研究[J].岩土工程学报,1991,13(2): 32～41
[49] Pros Z, Vanek J, et al. The velocity ofelastic wave in Diabase and Greywacke underPressure up to 4 Kilobarus [J]. Studia Geophy. et . Geod., 1962,6(4):347～367.
[50] Winkler K W. Nur A. Seismic attenuationeffects of pore Fluids and Frictional sliding[J]. Geophysics, 1982 47( 1): 1～15.
[51] Johnston D H. Attenuation: Astat-of-the-art symmertry seimic wave attenuation [J].edited by Toksoz M. N. & Johnston D.H., Society of exploration Geophysicists,1981,(2): 123～135
[52] Toksozm M N. Johnston D H, et al. Attenuation of seismic waves in Dry and Saturated rocks: I. Lsboratory Measurements[J]. Geophysics, 1979 44(4): 681～711.
[53] Born W T. Attenuation constatnts of earthmaterials, Geophysics[J]. 1941, 6(1):132～148
[54]陈耕野.单轴压缩下模拟弱面宕石的声波衰减[C]、岩石声学性质论文集东北工学院,1989,32～39.
[55]秦四清.岩石中声波衰减的复合Q模型[J].东北工学院学报, 1991, 12(6):578～582.
[56]易南概.岩石试件声波衰减品质因素Q与全应变过程曲线[C],岩石声学性质论文集,东北工学院, 1989, 10～13.
[57]陈耕野.岩石声波衰减粘弹性及缺陷检测[J]东北工学院学报, 1993, 14(3):221～225.
[58]李造鼎.岩石中孔隙流体含量对超声波衰减影响的实验研究[J],应用声学,1987, 6(4): 35～38.
[59]李造鼎.双轴压缩下干燥与饱水岩石中超声波衰减的实验研究[J]应用声学,1988 7(2):10～15.
[60] Auberger M, Rinehart J S. Attenusation ofLongitudinal Waves in rocks[J]. J. G.R,1960,86(1):191～199.
[61]蔡忠理.超声波谱法在岩石破裂特性研究中的应用[J].岩土工程学报,1989, 11(3): 60～69.
[62]孙永联.声波波谱技术在采矿工程中的应用研究[J].岩石力学与工程学报,1993, 12(2): 115～125.
[63]周楚良.声波技术的进展及其在矿山压力测试中的应用[J].中国矿业大学学报,1991,20(3):12～21,
[64]蔡忠理.用声宵方法研究中间主应力对岩石破裂特性的影响[J]岩土工程学报,1992,13(2):116～121
[65]罗津辉.用声波参数确定岩石加载破坏过程的不同阶段[J].岩土力学,1992,13(1):51～56.
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