The vertical and rocking impedances of a rigid foundation resting on a semi-infinite transversely isotropic medium are obtained in the frequency domain. In the present approach, the contact pressure distribution on the soil foundation-interface is approximated by a linear combination of known pressure patterns. It is shown herein that the approximate solutions of spatial displacement distributions satisfy quite well the boundary conditions for this mixed boundary problem.
Konagai,K. , Noorzad,A. and Eskandari-Ghadi,M. (2002). Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space. International Journal of Engineering, 15(1), 1-9.
MLA
Konagai,K. , , Noorzad,A. , and Eskandari-Ghadi,M. . "Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space", International Journal of Engineering, 15, 1, 2002, 1-9.
HARVARD
Konagai K., Noorzad A., Eskandari-Ghadi M. (2002). 'Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space', International Journal of Engineering, 15(1), pp. 1-9.
CHICAGO
K. Konagai, A. Noorzad and M. Eskandari-Ghadi, "Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space," International Journal of Engineering, 15 1 (2002): 1-9,
VANCOUVER
Konagai K., Noorzad A., Eskandari-Ghadi M. Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space. IJE, 2002; 15(1): 1-9.
