引文
[1]Shatilo A P,Sondergeld C S.Ultrasonic attenuation in Glenn Poolrocks,northeastern Oklahoma[J].Geophysics,1998,63:465-478.
[2]Gaviglio P.Longitudinal waves propagation in a Limestone:Therelationship between velocities and density[J].Rock Mech RockEng,1989,22(4):290-299.
[3]Mckenzie C K,Stacey G P,Gladwin M T.Sonic Wave Character-istics of Rock Mass[J].International Journal of Rock Mechanicsand Mining Sciences,1982,19(1):25-30.
[4]吴如山.震动波散射:理论与应用[J].地球物理学进展,1989(4):1-23.
[5]奚先,姚姚.随机介质模型波场的有效统计特征[J].华中科技大学学报(自然科学版),2005,33(9):109-112.
[6]李灿苹,刘学伟.随机一均匀介质应力波振幅属性研究[J].石油物探,2009,48(5):465-470.
[7]Ikele T,Yung S K,Daube F.2-D random media with ellipsoidalautocorrelation functions[J].Geophysics,1993,58(9):1359-1372.
[8]Pride S R,Berryman J G,Harris J M.Seismic attenuation due towave-induced flow[J].J Geophys Res,2004,109:B01201.
[9]刘炯,巴晶,马坚伟,等.随机孔隙介质中地震波衰减分析[J].中国科学:物理学力学天文学,2010,40:858-868.
[10]苑春方,彭苏萍,张中杰,等.Kelvin-Voigt均匀黏弹性介质中传播的地震波[J].中国科学D辑:地球科学,2005,35(10):957-962.
[11]LI J C,MA G W.Analysis of blast wave interaction with a rockjoint[J].Rock Mechanics and Rock Engineering,2010,43:777-787.
[12]Wenzlau F,Müller T M.Finite-difference modeling of wavepropagation and diffusion in poroelastic media[J].Geophysics,2009,74(4):T55-T66.
[13]符力耘.地震波探测地质构造复杂性的定量分析方法[J].中国科学D辑:地球科学,2009,39(9):1179-1190.
[14]杨天鸿,于庆磊,陈仕阔,等.范各庄煤矿砂岩岩体结构数字识别及参数表征[J].岩石力学与工程学报,2009,28(12):2482-2489.
[15]刘永贵,徐松林,席道瑛,等.节理玄武岩体弹性波频散效应研究[J].岩石力学与工程学报,2010,29(增1):3314-3320.
[16]Masson Y J,pride S R.Finite-difference modeling of biot's po-roelastic equations across all frequency[J].Geophysics,2010,75(2):N33-N41.
[17]Sato H.研究随机非均匀岩石层中尾波激发和振幅衰减的统一方法[M]//地震波的散射与衰减.孙福梁译.北京:地震出版社,1993:95-118.
[18]张培震,徐锡伟,闻学泽,等.2008年汶川8.0级地震发震断裂的滑动速率、复发周期和构造成因[J].地球物理学报,2008,51(4):1066-1073.
[19]黄玉龙,郑斯华,刘杰,等.广东地区地震衰减和场地响应的研究[J].地球物理学报,2003,46(1):54-61.
[20]华卫,赵翠萍,陈章立,等.龙滩水库地区P波、S波和尾波衰减[J].地震学报,2009,31(6):620-628.
[21]Sharma B,Kumar S.Attenuation of P,S,and coda waves inKoyna region,India[J].J Seismol,2007,11:327-344.
[22]雷卫东,ASHRAF M H,滕军,等.二维波穿过单节理的透射率特性及其隐含意义[J].中国矿业大学学报,2006,35(4):492-497.
[23]Pyrak-Nolte L J.Seismic response of fractures and the interrela-tions among fractures[J].International Journal of Rock Mechan-ics and Mining Sciences,1996,33(8):787-802.
[24]卢文波.应力波与可滑移岩石界面间的相互作用研究[J].岩土力学,1996,17(3):70-75.
[25]JU Y,SUDAK L,XIE H P.Study on stress wave propagation infractured rocks with fractal joint surfaces[J].International Jour-nal of Solids and Structures,2007,44(13):4256-4271.
[26]尹尚先,王尚旭,魏建新.弱连接界面弹性波波动规律研究[J].应用基础与工程科学学报,2007,15(3):317-331.
[27]Carcione J M.Constitutive model and wave equations for linear,viscoelastic,anisotropic media[J].Geophysics,1995,60(2):537-548.
[28]郭智奇,刘财.层状粘弹性介质中SH波的反射、透射问题[J].吉林大学学报(地球科学版),2005,35:57-61.
[29]李宁,张平,段庆伟,等.裂隙岩体的细观动力损伤模型[J].岩石力学与工程学报,2002,21(11):1579-1584.
[30]Cai J G,Zhao J.Effects of multiple parallel fractures on apparentattenuation of stress waves in rock masses[J].InternationalJournal of Rock Mechanics and Mining Sciences,2000,37:661-682.
[31]Ya-ping Zhu,Ilya Tsvankin.Physical modeling and analysis ofP-wave attenuation anisotropy in transversely isotropic media[J].Geophysics,2007,72(1):D1-D7.
[32]于桂兰,汪越胜,李楠.一般各向异性单侧接触界面上波的反射和折射[J].力学学报,2003,35(5):561-568.
[33]张中杰,滕吉文,贺振华.EDA介质中地震波速度、衰减与品质因子方位异性研究[J].物理学报,1999,29(6):569-574.
[34]Crampin S.Calculable fluid-rock interactions[J].J Geol Soc,1999,156:501-514.
[35]杜启振,杨慧珠.方位各向异性介质的裂缝预测方法研究[J].石油大学学报(自然科学版),2003,27(4):32-37.
[36]Vashishth A K,Khurana P.Wave propagation along a cylindricalborehole in an anisotropic poroelastic solid[J].Geophys J Int,2005,161:295-302.
[37]Kazatchenko E,Markov M,Mousatov A.Simulation of full-waveform Log in saturated cracked formations using Hudson's ap-proach[J].Geophys Prospect,2005,53:65-73.
[38]Han Qiyu,Wu Ru-shan.A one-way dual-domain propagatorfor scalar qP-waves in VTI media[J].Geophysics,2005,70(2):D9-D17.
[39]吴国忱,梁锴,王华忠.VTI介质qP波广义高阶屏单程传播算子[J].石油地球物理勘探,2007,42(6):640-650.
[40]刘礼农,陈小宏,张剑锋,等.轴对称各向异性介质波动方程深度偏移的对称非平稳相移方法[J].地球物理学报,2007,50(1):277-284.
[41]吕涛,李海波,周青春,等.传播介质特性对爆破振动衰减规律的影响[J].防灾减灾工程学报,2008,28(3):335-340.
[42]王观石,李长洪.应力波峰值变化与岩体结构关系的试验研究[J].矿冶工程,2009,29(6):25-28.
[43]Li Xibing,Lai Haihui,Gu Desheng.Reflection and refraction ofstress waves at a structural weakness plane in rock mass[J].Transactions of Nonferrous Society of China,1992,2(1):11-18.
[44]王明洋,钱七虎.爆炸应力波通过节理裂隙带的衰减规律[J].岩土工程学报,1995,17(2):42-46.
[45]李小凡.大延伸非均匀介质中地震波全弹性散射理论[J].力学学报,2002,34(5):743-755.
[46]范留明,闫娜,李宁.薄弹性软弱夹层的动力响应模型[J].岩石力学与工程学报,2006,25(1):88-92.
[47]Carcione J M,Picotti S.P-wave seismic attenuation by slow-wave diffusion:effects of Inhomogeneous rock properties[J].Geophysics,2006,71(3):O1-O8.
[48]王卫华,李夕兵,左宇军.非线性法向变形节理对弹性P波传播的影响[J].岩石力学与工程学报,2006,25(6):1218-1225.
[49]YU J.Effects of single joint with different nonlinear normal defor-mational behaviors on P-wave propagation[C]//Proceedingsof the 2nd International Conference on Geotechnical Engineeringfor Disaster Mitigation and Rehabilitation,2008:458-465.
[50]王观石,李长洪.应力波在非线性结构面介质中的传播规律[J].岩土力学,2009,30(12):3747-3752.
[51]王观石,李长洪,胡世丽,等.岩体中应力波幅值随时空衰减的关系[J].岩土力学,2010,31(11):3487-3492.
[52]费鸿禄,马诺诺.坝基开挖爆破振动频带小波能量分析[J].爆破,2010,27(3):99-104.