[1]Biot, M.A., 1941. General theory of three-dimensional consolidation. J.Appl.Phys, 12,155.

[2]Gibson, R. E., Schiffman, R.L.and Pu, S.L., 1970. Plane strain and axially symmetric consolidation of a clay layer on a smooth impermeable Base. Q.J.Mech. Appl.Math, 23:505-519.

[3]Gu,Y.Z. and Jin, B., 1992. Boit consolidation analytical solutions for multi-layer base subject to axisymmetric loading. J. Geotechnical Engineering, 20:17-21.

[4]Huang, C.Z. and Xiao, Y., 1996. Analytical solutions for two dimensional consolidation problems. J. Geotechnical Engineering, 18:47-54.

[5]McNamee, J. and Gibson, R. E., 1960a. Plane strain and axially symmetric problems of the Consolidation of a Semi-infinity Clay Stratum. Q.J. Mech. Appl.Math, 13:210-227.

[6]McNamee, J. and Gibson, R. E., 1960b. Displacement function and linear transforms applied to diffusion Through Porous Elastic Media. Q.J. Mech. Appl. Math., 13: 89-111.

[7]Puswewala, U. G. A.and Rajapakse, R. K. N. D.,1988. Axisymmetric fundamental solutions for a completely saturated porous elastic solid. Int. J. Engng. Sci,26(5):419-436.

[8]Schapery, R.A., 1962. Approximate methods of transform inversion for viscoelastic stress analysis. Proc. 4th U.S.Nat. Cong.on Appl. Mech, p.1075.

[9]Xie, K.H., 1996. One dimensional consolidation analysis of layered soils with impeded boundaries. J.Zhejiang University,30(5):567-575(in Chinese).