4.7 Article

Axisymmetric transient waves in transversely isotropic half-space

期刊

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
卷 29, 期 2, 页码 347-355

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ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2008.01.017

关键词

Transversely isotropic medium; Time domain; Surface wave; Point force; Potential function; Integral transform

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A transversely isotropic material in the sense of Green is considered. Using a series of potential functions proposed in [Eskandari-Chadi M. A complete solution of the wave equations for transversely isotropic media. J Elasticity 2005; 81:1-19], the solutions of the transient wave equations within a half-space under surface load are obtained in the Laplace-Hankel domain for axisymmetric problems. The solutions are investigated in detail in the special case of a surface point force pulse varying with time as Heaviside function. Using Cagniard-De Hoop method, the inverse Laplace transform and inverse Hankel transform of the solutions are then obtained in the form of integrals with finite limits. For validity of the analytical results, the final formulations for surface waves are degenerated for an isotropic material and compared with the existing formulation obtained by Pekeris [The seismic surface pulse. Proc Natl Acad Sci USA 1955:41:469-80], to show that they are exactly the same. The numerical evaluations of the integrals for some transversely isotropic materials as well as an isotropic one are obtained. The present approach is then numerically verified by comparing a particular case of displacements for the surface of an isotropic half-space subjected to a point load of Heaviside function with the solutions obtained by Pekeris [The seismic surface pulse. Proc Natl Acad Sci USA 1955;41:469-80]. In addition, the wave equations for the mentioned medium are obtained on the vertical line directly under the applied surface load. The final formulations are degenerated for an isotropic material and compared with the existing formulation given in Graff [Wave motion in elastic solids. New York: Dover Publications Inc; 1975 [New Ed edition, November 1991]], to show that they are also exactly the same. Then equations are presented in graphical forms using an appropriate numerical evaluation. (C) 2008 Elsevier Ltd. All rights reserved.

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