Deeks AJ,Randolph MF.Axisymmetric time-domain transmitting boundaries[J].Journal of Engineering Mechanics,ASCE,1994,120(1):25-42.
[2]
Liu J,Lu Y.A direct method for analysis of dynamic soil-structure interaction based on interface idea[A].Zhang C,Wolf JP edit.Dynamic Soil-structure Interaction[C].International Academia Publishers,1997:258-273.
Modaressi H,Benzenati I.Absorbing boundary element for dynamic analysis of two-phase media[A].Proceedings of the 10th World Conference on Earthquake Engineering[C].1992.1157.
[7]
Degrande G,De Roeck G.An absorbing boundary condition for wave propagation in saturated poroelastic media[M].Part Ⅰ:Formulation and efficiency evaluation[J].Soil Dynamics and Earthquake Engineering,1993,12(7):411-421.
[8]
Akiyoshi T,Fuchida K,Fang HL.Absorbing boundary conditions for dynamic analysis of fliud-saturated porous media[J].Soil Dynamics and Earthquake Engineering,1994,13(6):387-397.
[9]
Gajo A,Saetta A,Vitaliani R.Silent boundary conditions for wave propagation in saturated porous media[J].International Journal for Numerical and Analytical Methods in Geomechanics,1996,13(4):253-273.
[10]
Akiyoshi T,Sun X,Fuchida K.General absorbing conditions for dynamic analysis of fluid-saturated porous media.Soil Dynamics and Earthquake Engineering,1998,17(6):397-406.
Biot MA.Theory of propagation of elastic waves in a fluid-saturates porous solid[J].The Journal of the Acoustical Society of America,1956,28(2):168-178.
Lin C-H,Lee V W,Trifunac M D.The reflection of plane waves in a half-space saturated with inviscid fluid[J].Soil Dynamic and Earthquake Eangineering,2005,25(3):205-223.