[1] Yang Zheng-wen and Loo Wen-da. Finite layer analysis for semi-infinite soils. I, General theory,,4pplied Mathenuttics and Mechanics. 13, 10(1992).
[2] Zhang Zi-ming and Zhao Guang-heng, Calculation of a footing beam resting on a layered foundation, J. of Hydraulics Engng. 2(1986), 65-72.(in Chinese).
[3] Chopra. A.K. et al., Dynamic stiffness matrices for viscoelastic half-space foundations, ASCE. 102, EM3(1976). 497-514.
[4] Zhang Rui-feng and Ni Hah-gen. The influences of the semi-infinite viscoelastic foundation on gravity dams, J. of Hydraulics Engng., 4(1986), 66-71.(in Chinese).
[5] Kausal, E. and J. M. Rocsset, Dynamie stiffness of circular fiiundations, ASCE. 101, EM6(1975). 771-785.
[6] Wang kai, Mechanics calculation for elastic continuum of N layers subjected to uniformly distributed vertical load in a circular area. J. of Civil Engng., 15, 2(1982), 65-76.(in Chinese).
[7] Rowe, R.K. and J.R. Booker, Finite layer analysis of nonhomogeneous soils, ASCE, 108,EMI(1982), 115-132.
[8] Christensen, R.M. Theory of Viscoelasticity. An Introduction, 2nd Edition, Academic Press(1982).
[9] Brown, P.T. and R,E. Gibson, Surface settlement of a deep elastic layer whose modulus increases linearly with depth. Canadian Geotuchnical Journal, 9,4(1972), 467-476.
[10] Hadjian, A.H. and J.E.Luco, On the importance of layering on the impedance functions, Proc. 6th WCEE, New Delhi(1977), 1675-1680. |