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., & 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
K. Konagai; A. Noorzad; 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.
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.
VANCOUVER
Konagai, K., Noorzad, A., Eskandari-Ghadi, M. Vertical and Rocking Impedances for Surface Rigid Foundation Resting on a Transversely Isotropic Half-Space. International Journal of Engineering, 2002; 15(1): 1-9.
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