Yuan X M,Liao Z P.Scattering of plane SH waves by acylindrical alluvial valley of circula-rarccross-section[J].Earthquake Engineering and Structural Dynamics,1995,24:1303-1313.
[2]
Boore D M,Larner K L,A ki K.Comparison of two independent methods for the solution of wave scattering problems:response of a sedimentary basin to in cident SH waves[J].Journal of Geophysical Research,1971,76:558-569.
[3]
廖振鹏.工程波动理论导论[M].2版.北京:科学出版社,2002,248-250.
[4]
Sanchez-Sesma F J,Ramos-Martinez J,Campillo M.Anindirect boundary element method applied to smiulate the seismic response of alluvial valleys for in cident P,Sand Rayleigh Waves[J].Earth quake Engineering and Structural Dynamics,1993,22:279-295.
KawaseH,Keiiti A K.Astudy on the response of a softbas in for incident P,S,Rayleigh waves with special referen ce to the long duration observed in Mexicocity[J].Bulletin of Seismological Society of America,1989,78:1361-1382.
Zhou X L,Jiang L F,Wang J H.Scattering of plane wave by circular-arcalluvial valley in a poroelastic half-space[J].Journal of Sound and Vibration,2008,318(4-5):1024-1049.
[9]
Lee V W,Liang J.Free-field (elasticor poroelastic) half-space zero-stressor related boundary conditions[C]//Proceed ings of 14th World Conference on Earthquake Engineering,Beijing,2008.
[10]
Dravinski M,Mossessian T K.Scattering of plane harmonic P,SV,and Rayleigh waves by dipping layers of arbitrary shape[J].Bulletin of Seismological Society of America,1987,77:212-235.
[11]
Liang J,Liu Z.Diffraction of plane SV waves by a cavity in poroelastic halfspace[J].Earthquake Engineering and Engineering Vibration,2009,1:29-46.
[12]
Trifunac M D.Surfacemotion of a semicyl indrical alluvial valley for incident plane SH waves[J].Bulletin of Seism ological Society of America,1971,61:1755-1770.
[13]
Wong H L,Trifunac M D.Surfacemotion of a semielliptical a lluvial valley for incident plane SH waves[J].Bulletin of Seismological Society of America,1974,64:1389-1408.
[14]
Todorovska M,Lee V W.Surfacemotion of shallow circular alluvial valleys for incident plane SH Waves:A nalytical solution[J].Soil Dynamics and Earthquake Engineering,1991,10:192-200.
[15]
Liang J,Liu Z.Diffraction of plane P waves by a canyon of arbitrary shape in poroelastic halfspace(I):Formulation[J].Earthquake Science,2009,22(3):215-222.
[16]
Liang J,Liu Z.Diffraction of plane P waves by a canyon of arbitrary shape in poroelastic halfspace(II):Numerical results and discussion[J].Earthquake Science,2009,22(3):223-222.
[17]
Biot M A.General theory of three-dmiensional consolidation[J].Journal of Applied Physics,1941,12(2):155-164.
[18]
Biot M A.Mechanics of deformation and acoustic propagation in porous media[J].Journal of Applied Physics,1962,33(4):1482-1498.
[19]
Lin C H,Lee V W,TrifunacM D.The reflection of plane waves in a poroelastic halfspace fluid saturated with inviscid fluid[J].Soil Dynamics and Earthquake Engineering,2005,25:205-223.
[20]
Deresiewicz H.On uniqueness in dynamic poroelasticity[J].Bulletin of Seismological Society of America,1963,53:595-626.