引文
[1]Biot M A.Theory of propagation of elastic waves in a fluid saturatedporous solid,I,low frenquency rang[J].J.Acoust.Soc.Am.,1956,28(2):168~178.
[2]Mavko G,Nur A.Melt Squirt in asthenosphere[J].J.Geophys.Res.1975,80:1444~1448.
[3]Mavko G and Nur A.Wave attenuation in partially saturated rocks[J].Geophysics,1979,44:161~178.
[4]Dvorkin J,Hoeksema R N.The squirt-flow mechanism:Macroscopicdescription[J].Geophysics,1994,59:428~438.
[5]Dvorkin J,Nur A.Dynamic poroelasticity:A unified model modelwith the squirt and the Biot mechanisms[J].Geophyscis,1993,58:524~533.
[6]Parra J O.The transversely isotropic poroelastic wave equation in-cludeing the Biot and the squirt mechanisms:Theory and application[J].Geophysics,1997,62:309~318.
[7]聂建新,杨顶辉,杨慧珠.基于非饱和多孔隙介质BISQ模型的储层参数反演[J].地球物理学报,2004,47(.6):1101~1105.Nie J X,Yang D H,Yang H Z.Inversion of reservoir parametersbased on the BISQ model In partially saturated porous media[J].Geophys,2004,47(6):1101~1105.
[8]杨宽得,杨顶辉,王书强.基于BISQ方程的波场模拟[J].地球物理学报,2002,45(6):853~861.Yang K D,Yang D H,Wang S Q.Wave field simulation based onBISQ equation[J].Geophys,2002,45(6):853~861.
[9]孟庆生,何樵登,朱建伟,王德利.基于BISQ模型的双相各向同性介质中地震波数值模拟[J].吉林大学报(地球科学版)2003,33(2):217~221.Meng Q S,He Q D,Zhu J W,Wang D L.The two-phase isotropicmedium earthquake wave numberical simulation based on in BISQmodel[J].Journal of Jilin University(Earth Science Edition),2003,33(2):217~221.
[10]杨顶辉,张中杰,滕吉文,王光杰.双相各向异性研究、问题与应用前景[J].地球物理学进展,2000,15:7~21.Yang D H,Zhang Z J,Teng J W,Wang G J.two-phase aniso-tropic researches,questions and application prospect[J].Geophysicsprogress,2000,15:7~21.
[11]王德利,何樵登,韩立国.裂隙型单斜介质中多方位地面三分量记录模拟[J].地球物理学报,2005,48(2):386~393.Wang D L,He Q D,Han L G.Multi-azimuth three-componentsurface seismic modeling for cracked monoclinic media[J].ChineseJ.Geophys.(in Chinese),2005,48(2):386~393.
[12]王德利,何樵登,韩立国.单斜介质中方位NMO速度Thomsen参数反演方法研究[J].地球物理学报,2006,49(1):249~255.Wang D L,He Q D,Han L G.Thomsen parameter inversion withazimuthal NMO velocity in monoclinic media[J].Chinese J.Geo-phys.(in Chinese),2006,49(1):249~255.